• 专利附录
  • 专利说明
  • 权利要求
  • 类似技术
  • 同族专利
  • 引用文献
  • 法律状态
  • 优先权
    • 专利摘要:
    An arrangement comprising a heat transfer line embedded in a prefabricated tubular pile (2), the arrangement comprising a plurality of prefabricated tubular piles (2) arranged next to one another, heat transfer pipe components (1, 4) and a pump unit (9); wherein inclined holes (5) are provided on both sides of an upper end of the prefabricated tubular pile (2), and wherein a pin (6) is arranged on the inner wall of the tubular pile and a steel sheet is placed on the pin, and a steel sheet structure with the steel sheet connected is; the heat transfer pipe components (1, 4) comprising a horizontal heat transfer pipe (1) and a vertical heat transfer pipe (4), one end of the horizontal heat transfer pipe (1) being connected to the vertical heat transfer pipe (4) and the other end being connected to the horizontal heat transfer pipe (1 ) is connected to the pump unit (9), and wherein the other end of the vertical heat transfer tube (4) is also connected to the pump unit (9), the horizontal heat transfer tube (1) being embedded in the sheet steel structure and fixed by it, with a the embedded portion of the vertical heat transfer pipe (4) passes through the inclined holes (5) and is fixed by a steel bar bracket (3) inside the prefabricated pipe pile (2); and wherein the connection of the heat transfer components (1, 2) of the respective prefabricated tubular piles (2) comprises a series connection and a parallel connection. The present invention requires little effort and has good construction efficiency. In addition, the pipe can be installed successfully.
    公开号:CH713032B1
    申请号:CH00153/18
    申请日:2016-07-13
    公开日:2021-03-31
    发明作者:Kong Gangqiang；Zhou Yang；Huang Xu；Peng Huaifeng；Li Chunghong
    申请人:Univ Hohai；
    IPC主号:
    专利说明:

    TECHNICAL AREA
    The present invention relates to the technical field of the foundation of the building piles and the geothermal heat pump, in particular an arrangement comprising a heat transfer line embedded in a prefabricated tubular pile and a method for installing the arrangement.
    STATE OF THE ART
    The geothermal heat pump technique is a form of technique for efficiently using the flat geothermal resources in an energy-saving manner. As an important part of the geothermal heat pump, the success of embedding the heat transfer tube is of great importance to the heat transfer efficiency. In recent years, researchers have been gradually placing great emphasis on energy pile technology, in which the pile base is used as a support for pipes embedded underground to combine the two functions - bearing the upper load and heat transfer. According to different construction methods of the pile base, the geothermal heat pump technology with pipe embedded in the pile can mainly be divided into two types - embedding in the cast pile and embedding in the prefabricated pipe pile.
    The patent "a PCC (large diameter pipe pile using concrete on site) energy pile and manufacturing method thereof" (patent number: ZL201210298385.5) discloses an embedding method of the pipe in which an inner cavity of the PCC pipe pile is filled with thermally conductive fluid and then an open or closed heat transfer tube is inserted. With the method of the art, the heat exchange efficiency can be improved, but digging the pile core of the PCC pile involves a relatively large amount of work.
    The patent "a hexagonal prefabricated energy pile and its manufacturing method" (application number: 201310442139.7) discloses a manufacturing method in which a heat transfer tube is embedded in the pile body during the prefabrication process of the prefabricated pile. The technical solution improves the on-site construction efficiency while increasing the difficulty of prefabrication.
    The patent "a hollow heat exchange pile and construction method thereof" (application number: 201510057071.X) discloses a construction method in which a geothermal heat pump heat transfer pipe is embedded in the pile core of the opened hollow pile; the technique effectively solves the problem of controlling the embedment depth of the heat transfer tube and the problem that during the replenishing process of the pile core, the replenishment density of the pile core is not easy to control and thus the heat transfer efficiency is impaired, but during the embedding process, the heat transfer tube may be pulled broken , or the strength of the heat transfer tube should be increased to ensure that the heat transfer tube is not tensile broken, so that the manufacturing cost is increased; moreover, the method has not solved the problem of connection processing between the vertical heat transfer tube at the top of the pile and the horizontal heat transfer tube at the top.
    The embedding of the heat transfer pipe within the prefabricated tubular pile usually has two technical difficulties: (1) in the prefabricated pile body there are mud, earth and other foreign bodies, while the heat transfer pipe can not be effectively arranged to the intended depth and the designed embedded pile shape to reach; (2) if the prefabricated pipe pile is connected to the support table or raft plate located on the top, the heat transfer pipe can be easily damaged; namely, the concrete is poured into the pile core to a certain depth, and the steel rod is inserted and anchored to the upper structure, which can lead to a connection difficulty between the vertical heat transfer pipe located at the top of the pile and the horizontal heat transfer pipe.
    The currently existing conventional construction methods for embedding the heat transfer tube in the prefabricated tubular pile are faced with the above two technical difficulties; and during the replenishing process of the pile earth, the replenishment density of the pile earth is not easy to control and thus the heat transfer efficiency is impaired. Because of this, it is particularly necessary to develop an adequate, economical and efficient technique for embedding a geothermal heat pump heat transfer pipe in the prefabricated pipe pile.
    BRIEF DESCRIPTION
    Object of the Invention: It is an object of the present invention to overcome the shortcomings in the prior art and to develop an adequate, economical and efficient technique for embedding a geothermal heat pump heat transfer pipe in the prefabricated tubular pile.
    Technical solution: the present invention relates to an arrangement comprising a heat transfer line embedded in a plurality of prefabricated pipe piles, the arrangement comprising a plurality of prefabricated pipe piles arranged next to one another, a heat transfer pipe component and a pump unit; wherein a bottom seal is carried out for the bottom portion of the prefabricated tubular pile, and wherein inclined holes are provided on both sides of the head portion of the prefabricated tubular pile, and wherein a pin is arranged on the inner wall of the tubular pile, and a steel sheet is placed on the pin, and wherein a sheet steel structure is bonded to the sheet steel; and wherein the heat transfer tube assembly comprises a horizontal heat transfer tube and a vertical heat transfer tube, and wherein one end of the horizontal heat transfer tube is connected to the vertical heat transfer tube, and wherein the other end of the horizontal heat transfer tube is connected to the pump set, and wherein the other end of the vertical heat transfer tube also is connected to the pump set, and at the same time the horizontal heat transfer pipe is embedded and fixed by the sheet steel structure, and the embedded portion of the vertical heat transfer pipe passes through the inclined holes and then is fixed by the steel rod support inside the prefabricated tubular pile; and wherein the method of connecting the heat transfer tube assembly inside the respective prefabricated tubular piles comprises a series connection or a parallel connection.
    Preferably, the pile bottom of the prefabricated tubular pile and the reinforced concrete are prefabricated together; wherein the prefabricated tubular pile is a prestressed concrete tubular pile, and wherein the outer diameter of the pile body of the prefabricated tubular pile is 600-800 mm, and the inner diameter is 300-400 mm, and the length of the pile body of the prefabricated tubular pile is 7-12 m.
    Preferably, the inclined holes are round holes, the hole having a diameter of 25-40 mm, and wherein the respective inclined hole is arranged with a lower interior and a higher exterior and has an inclination angle of 0-60 °, and wherein 7 points of the inclined holes located on the inner wall of the tubular pile are at a distance of 400-800 mm from the upper end of the pile, and the two inclined holes are arranged symmetrically in a V-shape.
    Preferably, the horizontal heat transfer tube and the vertical heat transfer tube are each made of polyethylene; with a series connection of the heat transfer pipe arrangements in the horizontal interior of the respective prefabricated pipe piles, the horizontal heat transfer pipe and the vertical heat transfer pipe each having an outer diameter of 20-40 mm and a wall thickness of 5-8 mm are identical to one another; and wherein with a parallel connection of the heat transfer tube assemblies in the horizontal interior of the respective prefabricated tubular piles, the horizontal heat transfer tube has an outside diameter of 30-50 mm and the vertical heat transfer tube has an outside diameter of 20-40 mm and the two have a wall thickness of 5-8 mm each; and wherein the shape of the embedded portion of the vertical heat transfer tube includes a single U shape, a double U shape, a W shape, and a spiral shape.
    Preferably, the pin is made by square steel and has a width and a thickness of 20-30 mm and a length of 100-150 mm, the anchored in the prefabricated tubular pile length of the pin 50-100 mm and its distance from the top Pile end is 200-300 mm.
    The steel sheet is preferably circular, the diameter being 300-400 mm and the thickness being 5-10 mm, and the steel sheet being tangential to the inner wall of the prefabricated tubular pile.
    Preferably, the steel rod holder comprises four vertical steel rods and four radial steel rods; the vertical steel bars have a diameter of 10-20 mm and every two of them are symmetrically distributed with an identical distance from each other and the distance between the two is 200-300 mm; and wherein all two radial steel bars are also distributed at an identical distance from one another in a cruciform arrangement and have a diameter of 10-20 mm, and wherein the length is tangential to the inner wall of the tubular pile and is 300-400 mm, and wherein the radial steel bars are distributed with an identical distance of 200-300 mm along the vertical steel bars; and wherein at the connection node between the vertical steel rods and radial steel rods, a binding connection or a welded connection is made.
    The present invention further discloses an embedding method of the heat transfer tube embedded in a prefabricated tubular pile; comprising the following steps: (1) prefabrication process of the prefabricated tubular pile: the bottom of the reinforced concrete and the bottom section of the tubular pile are prefabricated together, with inclined holes being provided on the side of the section at the upper pile end of the tubular pile, and the inclined holes being arranged in such a way that they have a lower inside and a higher outside; and wherein a pin is arranged at a position of the inner wall of the pile at a distance of 200-300 mm from the pile head of the tubular pile; and wherein other prefabrication processes of the pile body are identical to the prefabrication processes of the conventional tubular piles; (2) Embedding method for binding and fixing the vertical heat transfer tube with a steel rod holder: every two of four vertical steel rods are symmetrically arranged with an identical distance from each other, then four radial steel rods are distributed in a cross-shaped arrangement and at the contact node between the radial and vertical ones Steel rods a bonded connection or a welded connection is made; and then by the binding connection between the vertical heat transfer tube and the vertical steel rods and radial steel rods, the embedded portion of the main body of the vertical heat transfer tube is fixed to the steel rod bracket, and the shape of the embedded portion of the vertical heat transfer tube is a single U-shape, a double -U-shape, W-shape and spiral shape; (3) Sinking the pile: with a method of static pressure or a vibration method, the respective prefabricated pipe piles are sunk one after the other in the earth, the pile connection work being carried out between the respective pipe nodes; (4) embedding the vertical heat transfer pipe: after completing the construction of the pile nodes of all prefabricated pipe piles, the pile surrounding soil of the pile section at the top of the pipe pile is excavated, cleaning the inclined holes of the pipe pile at the top of the pipe pile; and wherein the steel rod support already bonded to the vertical heat transfer tube is sunk to the design depth, and wherein the vertical heat transfer tube extends out through the inclined holes of the tubular pile, and which is located at the inlet and outlet contact point between the vertical heat transfer tube and the inclined holes of the tubular pile Outside of the vertical heat transfer tube is bound and protected by a foam to prevent wear; and wherein at the same time a portion of the vertical heat transfer tube exposed outside the tubular pile and the upper structure is covered with a layer of heat insulating material; (5) The construction steps (3) and (4) are repeated to complete the construction of the pile nodes of the multiple prefabricated pipe piles and the placement of the vertical heat transfer pipe, performing water passage control for the vertical heat transfer pipe and checking the tightness of the embedded vertical heat transfer pipe ; and then the interior of the prefabricated pipe pile is filled with water or oil which is used as a heat transfer medium between the heat transfer pipe and the prefabricated pipe pile; (6) Carrying out the construction of the anchorage at the junction between the upper structure and the prefabricated tubular pile: a steel plate with the same diameter as the inner wall of the tubular pile is placed on the pin at the head section of the prefabricated pile, followed by anchoring steel bars and steel bars of the upper structure are bonded, and wherein the horizontal heat transfer tube is bonded and embedded by means of the steel sheet structure; and wherein then the vertical heat transfer tube is led out into the upper structure and connected to the horizontal heat transfer tube, and wherein the upper structure comprises a support table, a raft and a plate; (7) Construction of the upper structure: pouring the concrete at the scene to fully fill the pile core of the tubular pile of the upper part of the pin and the upper structure; (8) arranging an external water collector connected to the horizontal heat transfer pipe and a pump machine to perform water passage control for the entire heat transfer pipe system and check the water passage completeness of the heat transfer pipe; completing the embedding of the heat transfer tube throughout the prefabricated tubular pile and its connection to the horizontal heat transfer tube.
    Preferably, a porous or fibrous heat insulating material is often used in step (4), including slag wool and styrofoam, the wrapping layer having a thickness of 5 to 10 mm.
    Compared to the prior art, the present invention has the following advantages: (1) With the arrangement of the bottom seal of the tubular pile bottom section in the present invention, the problem that sludge exists in the body of the prefabricated pile and causes the vertical heat transfer tube cannot be effectively located to the design depth; (2) In the present invention, the pile core of the prefabricated pipe pile is inserted into the steel rod skeleton, thereby a problem with the firmly developed shape of the pipe embedded in the pile can be solved; with the inclined holes at the end portion of the prefabricated tubular pile, the construction difficulty can be solved that in a construction carried out on the upper end of the tubular pile, the vertical heat transfer tube at the head portion of the prefabricated pile body and the connecting portion with horizontal heat transfer are susceptible to damage; (3) The present invention further overcomes the problem that when embedding the heat transfer pipe of the conventional prefabricated pipe pile, the earth has a low refill density and thus the heat transfer efficiency is impaired, with the connection of the heat transfer pipes between the plurality of prefabricated pipe piles, the heat transfer efficiency of the In summary, the present invention requires low expenditure and good construction efficiency, and the embedding of the pipe has a high success rate.
    BRIEF DESCRIPTION OF THE DRAWINGS
    FIG. 1 shows a schematic representation of the series-connected arrangement of the heat transfer pipe arrangements of the respective prefabricated pipe piles in the present invention; FIG. 2 shows a schematic representation of the parallel-connected arrangement of the heat transfer pipe assemblies of the respective prefabricated pipe piles in the present invention; FIG. 3 shows a schematic representation of the vertical heat transfer pipe in a single U-shape and the interior of the pipe pile for embedding the pipe. Figure 4 shows an A-A sectional view according to Figure 3. Figure 5 shows a B-B sectional view according to Figure 3. Figure 6 shows a schematic representation of the vertical heat transfer pipe in a spiral shape and the interior of the pipe pile for embedding the pipe. FIG. 7 shows an A-A sectional view according to FIG. 6. FIG. 8 shows a schematic representation of the vertical heat transfer pipe in a double U shape and the interior of the pipe pile for embedding the pipe. FIG. 9 shows an A-A sectional view according to FIG. 8.
    List of reference symbols
    1 Horizontal heat transfer tube 2 Prefabricated pipe pile 3 Steel rod holder 4 Vertical heat transfer tube 5 Inclined holes 6 pin 7 sheet steel 8 water collector 9 pump unit
    DETAILED DESCRIPTION
    In the following, the technical solution of the present invention is explained in more detail on the basis of two embodiments. These embodiments are not intended to limit the scope of the present invention as defined in the claims.
    As shown in Figures 1 and 2, a heat transfer tube embedded in the pile interior of a prefabricated tubular pile 2, comprising a plurality of prefabricated tubular piles 2 arranged next to one another, a heat transfer tube arrangement and a pump unit 9; wherein a bottom seal is carried out for the bottom portion of the prefabricated tubular pile 2, and wherein inclined holes 5 are provided on both sides of the head portion of the prefabricated tubular pile 2, and a pin 6 is arranged on the inner wall of the tubular pile, and a steel sheet is arranged on the pin 6 7 is placed and a steel sheet structure is bonded to the steel sheet 7; and wherein the heat transfer tube assembly comprises a horizontal heat transfer tube 1 and a vertical heat transfer tube 4, and wherein one end of the horizontal heat transfer tube 1 is connected to the vertical heat transfer tube 4, and the other end of the horizontal heat transfer tube 1 is connected to the pump unit 9, and wherein the the other end of the vertical heat transfer pipe 4 is also connected to the pump unit 9, and at the same time the horizontal heat transfer pipe 1 is embedded and fixed by the sheet steel structure, and the embedded portion of the vertical heat transfer pipe 4 passes through the inclined holes 5 and then through the steel rod support 3 fixed inside the prefabricated tubular pile 2; and wherein the method of connecting the heat transfer tube assembly inside the respective prefabricated tubular piles 2 comprises a series connection and a parallel connection.
    The horizontal heat transfer tube 1 is embedded in the upper structure of the prefabricated tubular pile 2, the prefabricated tubular pile 2 is circular, and a bottom seal for the bottom portion of the tubular pile is carried out, with the steel rod holder 3, the embedded portion of the vertical heat transfer pipe 4 is attached After leading out through the inclined holes 5, the vertical heat transfer tube 4 with the horizontal heat transfer tube 1 is in the upper structure (support table, plate or raft) in order to avoid an anchoring connection between the upper end of the tubular pile and the upper structure; the connection of the horizontal heat transfer pipes 1 between the several prefabricated pipe piles 2 can be realized by a series connection or parallel connection.
    The vertical heat transfer tube 4 is attached to the steel rod holder 3, after sinking the piles it can be inserted together with the steel rod holder 3 in the pile core, while the steel rod holder 3 can take the weight of the vertical heat transfer tube 4 and the weight of the vertical heat transfer tube 4 and the Carry heat transfer fluid; with the arrangement of the inclined holes 5, the connection between the vertical heat transfer pipe 4 and the horizontal heat transfer pipe 1 will be facilitated in order to prevent the vertical heat transfer pipe 4 from being damaged during the construction process of anchoring the upper end of the tubular pile, at the same time being the water collector 8 and the pump unit 9 are arranged on one side of the entire base, thereby reducing the overall load-bearing capacity of the pile base, and embedding the pipe has a high success rate.
    First embodiment
    Embedding method of a heat transfer pipe embedded in the prefabricated tubular pile 2: First. During the prefabrication process of the prefabricated tubular pile 2 (in the present embodiment, the outer diameter of the prefabricated tubular pile is 800 mm and the inner diameter is 400 mm), soil sealing is carried out for the bottom portion of the prefabricated tubular pile 2, and inclined holes 5 are provided on the side of the head portion (in the In the present embodiment, the diameter of the hole is 40 mm and the angle 30 °, the distance to the upper end of the tubular pile is 500 mm), the inclined holes 5 being arranged so that they have a lower interior and a higher exterior; and a pin 6 is arranged at a position of the inner wall of the prefabricated tubular pile 2 at a distance of 300 mm from the pile head (in the present embodiment the size of the pin 6 is 30 × 30 × 150 mm, the length anchored in the pile body is 80 mm ); the same process is used to manufacture further prefabricated tubular piles 2.
    Second, the embedding method (a U-shape is used in the present embodiment) is used to bind and fix the vertical heat transfer pipe 4 (in the present embodiment, the outer diameter is 30 mm and the thickness is 8 mm) with a steel rod bracket 3 in the prefabricated pipe pile 2: every two of four vertical steel bars (in the present embodiment the diameter is 20 mm and the distance between all two 200 mm) are symmetrically arranged at an identical distance from one another, with four radial steel bars (in the present embodiment the diameter is 10 mm ) are distributed in a cross-shaped arrangement and a binding connection is made at the contact node to the vertical steel rods; through the bond between the vertical heat transfer tube 4 and the vertical and radial support steel rods, the vertical heat transfer tube 4 is fixed to the steel rod support 3 by the preset embedding method (a U-shape is used in the present embodiment).
    Subsequently, the pile is sunk with a method of static pressure or a vibration method (in the present embodiment: static pressure) in order to sink the pipe section of the first prefabricated tubular pile 2 into the earth non-submerged pile segment 0.5 m higher than the ground. After the first section of the prefabricated tubular pile 2 has been built, the second section of the prefabricated tubular pile 2 is moved to the head section of the first section of the prefabricated tubular pile 2. After confirming that the axes of the pile body sections are identical, the two pile sections are welded together; the second section of the prefabricated tubular pile 2 is sunk into the earth; the above steps are repeated to complete the construction of the pile sections of all prefabricated tubular piles 2.
    Then the pile surrounding earth of the pile section at the top of the prefabricated tubular pile 2 is dug, and the inclined holes 5 at the top of the prefabricated tubular pile 2 are cleaned; the steel rod holder 3 already bound with the vertical heat transfer tube 4 is sunk to the design depth, and the vertical heat transfer tube 4 (in the present embodiment the outer diameter is 30 mm and the thickness 8 mm) is led out through the inclined holes 5 of the prefabricated tubular pile 2 the inlet and outlet contact point between the vertical heat transfer tube 4 and the inclined holes 5 of the prefabricated tubular pile 2, the outside of the vertical heat transfer tube 4 is bound and protected by a foam to prevent wear; and a portion of the vertical heat transfer pipe 4 exposed outside the prefabricated tubular pile 2 and the upper structure is covered with a layer of heat insulating material (in the present embodiment, the slag wool is used and the thickness is 10 mm); the construction steps are repeated to complete the construction of the pile nodes of the plurality of prefabricated pipe piles 2 and the placement of the vertical heat transfer pipe 4 (in the present embodiment there is a connection of the series connection between the vertical heat transfer pipes 4 of the respective prefabricated pipe piles), the inside of the prefabricated pipe pile 2 is filled with water or oil (in the present embodiment: water) which is used as a heat transfer medium between the heat transfer pipe and the prefabricated pipe pile 2; wherein a water passage control is carried out for the vertical heat transfer pipe 4 and the tightness of the embedded vertical heat transfer pipe 4 is checked.
    After completion of the scheme, a construction of the anchoring of the connection point between the upper structure (in the present embodiment: support table) and the prefabricated tubular pile 2 is carried out: on the pin 6 at the head portion of the prefabricated tubular pile 2 is a steel sheet 7 (in the In the present embodiment, the diameter is 400 mm and the thickness 10 mm) placed with the same diameter as the inner wall of the prefabricated tubular pile 2, with anchoring steel rods and steel rods of the upper structure subsequently being tied, and the horizontal heat transfer tube 1 (in the present embodiment Embodiment, the outer diameter is 30 mm and the thickness 8 mm) is bonded and embedded; and then the vertical heat transfer pipe is led out into the support table and connected to the horizontal heat transfer pipe 1.
    At the end, the construction of the upper support table structure is carried out: pouring the concrete at the scene to fully fill the pile core of the prefabricated tubular pile 2 of the upper part of the pin and the upper structure; Arranging an external water collector 8 connected to the horizontal heat transfer pipe 1 and a pump unit 9; to perform water passage control for the entire heat transfer pipe system and check the water passage completeness of the heat transfer pipe; whereby the embedding of the heat transfer pipe in the entire prefabricated pipe pile 2 and its connection with the horizontal heat transfer pipe 1 are completed.
    Second embodiment
    Embedding method of a heat transfer pipe embedded in the prefabricated tubular pile 2: During the prefabrication process of the prefabricated tubular pile 2 (in the present embodiment the outer diameter of the prefabricated tubular pile is 700 mm and the inner diameter 300 mm), a bottom seal is carried out for the bottom section of the prefabricated tubular pile 2, and inclined holes 5 are provided on the side of the head portion (in the present embodiment, the diameter of the hole is 40 mm and the angle 30 °, the distance to the upper end of the tubular pile is 500 mm), the inclined holes 5 being arranged to be have a lower inside and a higher outside; and a pin 6 is arranged at a position of the inner wall of the prefabricated tubular pile 2 at a distance of 300 mm from the pile head (in the present embodiment the size of the pin 6 is 30 × 30 × 150 mm, the length anchored in the pile body is 100 mm ); other prefabrication processes of the prefabricated tubular pile 2 represent the conventional prestressed construction method.
    Second, the embedding method (in the present embodiment, a spiral shape is used) for binding and fixing the vertical heat transfer pipe 4 (in the present embodiment, the outer diameter is 30 mm and the thickness is 8 mm) with a steel rod holder 3 in the prefabricated pipe pile 2: every two of four radial steel bars (in the present embodiment the diameter is 20 mm and the distance between all two 200 mm) are symmetrically arranged at an identical distance from one another, with four radial steel bars (in the present embodiment the diameter is 10 mm) in are distributed in a cross-shaped arrangement and a binding connection is made at the contact node to the vertical steel rods in each case; through the bond between the vertical heat transfer tube 4 and the vertical and radial support steel rods, the vertical heat transfer tube 4 is fixed to the steel rod support 3 by the preset embedding method (a spiral shape is used in the present embodiment).
    Subsequently, the pile is sunk with a method of static pressure or a vibration method (in the present embodiment: vibration) in order to sink the pipe section of the first prefabricated tubular pile 2 into the earth, after sinking a certain depth the pile head is not recessed pile segment 0.5 m higher than the ground. After the first section of the prefabricated tubular pile 2 has been built, the second section of the prefabricated tubular pile 2 is moved to the head section of the first section of the prefabricated tubular pile 2. After confirming that the axes of the pile body sections are identical, the two pile sections are welded together; the second section of the prefabricated tubular pile 2 is sunk into the earth; the above steps are repeated to complete the construction of the pile sections of all prefabricated tubular piles 2.
    Then the pile surrounding earth of the pile section at the top of the prefabricated tubular pile 2 is dug, and the inclined holes 5 of the prefabricated tubular pile 2 at the top of the tubular pile are cleaned; the steel rod holder 3 already bound with the vertical heat transfer tube 4 is sunk to the design depth, and the vertical heat transfer tube 4 (in the present embodiment the outer diameter is 30 mm and the thickness 8 mm) is led out through the inclined holes 5 of the prefabricated tubular pile 2 the inlet and outlet contact point between the vertical heat transfer tube 4 and the inclined holes 5 of the prefabricated tubular pile 2, the outside of the vertical heat transfer tube 4 is bound and protected by a foam to prevent wear; and a portion of the vertical heat transfer pipe 4 exposed outside the prefabricated tubular pile 2 and the upper structure is covered with a layer of heat insulating material (in the present embodiment, the slag wool is used and the thickness is 10 mm); the construction steps are repeated to complete the construction of the pile nodes of the plurality of prefabricated pipe piles 2 and the placement of the vertical heat transfer pipe 4 (in the present embodiment there is a connection of the series connection between the vertical heat transfer pipes 4 of the respective prefabricated pipe piles), the inside of the prefabricated pipe pile 2 is filled with water or oil (in the present embodiment: oil) which is used as a heat transfer medium between the heat transfer pipe and the prefabricated pipe pile 2; wherein a water passage control is carried out for the vertical heat transfer pipe 4 and the tightness of the embedded vertical heat transfer pipe 4 is checked.
    After completion of the scheme, a construction of the anchoring of the connection point between the upper structure (in the present embodiment: raft plate) and the prefabricated tubular pile 2 is carried out: on the pin 6 at the head portion of the prefabricated tubular pile 2 is a steel sheet 7 (in the In the present embodiment, the diameter is 400 mm and the thickness 10 mm) placed with the same diameter as the inner wall of the prefabricated tubular pile 2, with anchoring steel rods and steel rods of the upper structure subsequently being tied, and the horizontal heat transfer tube 1 (in the present embodiment Embodiment, the outer diameter is 30 mm and the thickness 8 mm) is bonded and embedded; and then the vertical heat transfer pipe is led out into the support table and connected to the horizontal heat transfer pipe 1.
    At the end, the construction of the upper support table structure is carried out: pouring the concrete at the scene to fully fill the pile core of the prefabricated tubular pile 2 of the upper part of the pin and the upper structure; Arranging an external water collector 8 connected to the horizontal heat transfer pipe 1 and a pump unit 9; to perform water passage control for the entire heat transfer pipe system and check the water passage completeness of the heat transfer pipe; whereby the embedding of the vertical heat transfer pipe 4 in the entire prefabricated pipe pile 2 and its connection with the horizontal heat transfer pipe 1 are completed.
    权利要求:
    Claims (9)
    [1]
    1. An arrangement comprising a heat transfer line embedded in a plurality of prefabricated pipe piles (2), the arrangement comprising a plurality of prefabricated pipe piles (2), heat transfer pipe components (1, 4) and a pump unit (9) arranged next to one another;wherein inclined holes (5) are provided on both sides of an upper end of a prefabricated tubular pile (2), and wherein a pin (6) is arranged on the inner wall of the tubular pile and a steel sheet (7) is placed on the pin, and a steel sheet structure is connected to the steel sheet (7);wherein the heat transfer pipe components (1, 4) comprise a horizontal heat transfer pipe (1) and a vertical heat transfer pipe (4),wherein one end of the horizontal heat transfer tube (1) is connected to the vertical heat transfer tube (4) and the other end of the horizontal heat transfer tube (1) is connected to the pump unit (9), and the other end of the vertical heat transfer tube (4) also with is connected to the pump unit (9),wherein the horizontal heat transfer tube (1) is embedded in and fixed by the sheet steel structure,wherein an embedded portion of the vertical heat transfer tube (4) passes through the inclined holes (5) and through a steel bar bracket (3) inside the. prefabricated tubular pile (2) is attached;and wherein the connection of the heat transfer components (1, 2) of the respective prefabricated tubular piles (2) comprises a series connection or a parallel connection.
    [2]
    2. Arrangement according to claim 1, characterized in that a bottom of the prefabricated tubular pile (2) and the prefabricated tubular pile (2) are prefabricated together from reinforced concrete; wherein the prefabricated tubular pile (2) is a prestressed concrete tubular pile, the outer diameter of the pile body of the prefabricated tubular pile being 600-800 mm, and the inner diameter being 300-400 mm, and the length of the pile body of the prefabricated tubular pile (2) 7-12 m.
    [3]
    3. Arrangement according to claim 1, characterized in that the inclined holes (5) are round holes which have an inner diameter of 25-40 mm, an opening of each inclined hole (5) on the inner wall being lower than the opening of the respective inclined one Hole (5) on the outer wall, the inclined holes having an angle of inclination of 0-60 °, the openings of the inclined holes (5) located on the inner wall of the tubular pile being at a distance of 400-800 mm from the upper end of the tubular pile, and wherein the two inclined holes (5) are arranged in a V-shape symmetrically.
    [4]
    4. Arrangement according to claim 1, characterized in that the horizontal heat transfer tube (1) and the vertical heat transfer tube (4) are each made of polyethylene; with a series connection of the heat transfer pipe components (1, 4) in the horizontal interior of the respective prefabricated pipe piles, the horizontal heat transfer pipe (1) and the vertical heat transfer pipe (4), each with an outside diameter of 20-40 mm and a wall thickness of 5-8 mm, identical to one another are; and with a parallel connection of the heat transfer pipe components in the horizontal interior of the respective prefabricated pipe piles, the horizontal heat transfer pipe (1) has an outside diameter of 30-50 mm and the vertical heat transfer pipe (4) has an outside diameter of 20-40 mm and the two have a wall thickness of 5 each -8 mm; and wherein the shape of the embedded portion of the vertical heat transfer tube (4) includes a single U shape, a double U shape, a W shape, or a spiral shape.
    [5]
    5. Arrangement according to claim 1, characterized in that the pin (6) is made of square steel and has a width and a thickness of 20-30 mm and a length of 100-150 mm, the in the prefabricated tubular pile (2) anchored length of the post is 50-100 mm and its distance to the upper end of the pile is 200-300 mm.
    [6]
    6. Arrangement according to claim 1, characterized in that the steel sheet (7) is circular, the diameter being 300-400 mm and the thickness being 5-10 mm, and wherein the steel sheet (7) is tangential to the inner wall of the prefabricated tubular pile .
    [7]
    7. Arrangement according to claim 1, characterized in that the steel rod holder (3) comprises four vertical steel rods and four radial steel rods; the vertical steel bars have a diameter of 10-20 mm and every two of them are symmetrically distributed with an identical distance from each other and the distance between the two is 200-300 mm; and wherein all two radial steel rods are also distributed at an identical distance from one another in a cruciform arrangement and have a diameter of 10-20 mm, and wherein the length is tangential to the inner wall of the tubular pile and is 300-400 mm, and wherein the radial steel rods are distributed with an identical distance of 200-300 mm along the vertical steel bars; and wherein the vertical steel bars and the radial steel bars are connected by a binding joint or a welded joint.
    [8]
    8. The method for installing an arrangement according to one of claims 1-7, which comprises a heat transfer line embedded in a prefabricated tubular pile (2), characterized in that it comprises the following steps:1) Production of the prefabricated tubular pile (2): the bottom of the reinforced concrete and the lower part of the tubular pile (2) are prefabricated together, with inclined holes (5) being provided on the side of the pile section at the upper end of the tubular pile, and the inclined holes ( 5) are arranged such that a respective opening on the inner wall is lower than a respective opening on the outer wall; and wherein a pin (6) is arranged on the inner wall of the pile at a distance of 200-300 mm from the upper pile end of the tubular pile; the same method being used to manufacture further prefabricated tubular piles (2);2) Former of the vertical heat transfer tube (4) and its connection with a steel rod holder (3): every two of four vertical steel rods are symmetrically arranged at an identical distance from one another, with four radial steel rods then being distributed in a cross-shaped arrangement and at the contacts between the radial and vertical steel rods are bonded or welded; and then through the bonding connection between the vertical heat transfer tube and the vertical steel rods and radial steel rods, the embedded portion of the main body of the vertical heat transfer pipe (4) is fixed to the steel rod support (3), and the shape of the embedded portion of the vertical heat transfer pipe (4) includes a single U shape, a double U shape, a W shape, and a spiral shape;3) Sinking the pile: using a static pressure method or a vibration method, the respective prefabricated pipe piles (2) are sunk one after the other into the earth, and the pile connection work is carried out between the respective pipe connections;4) Installation of the vertical heat transfer pipe (4): after all the prefabricated tubular piles (2) have been made, the pile surrounding soil of the section of the upper end of the pile is excavated, cleaning the inclined holes (5) of the tubular pile (2) at the upper end of the pile; and wherein the steel rod holder (3) already connected to the vertical heat transfer tube (4) is sunk to the intended depth, and wherein the vertical heat transfer tube (4) is led out through the inclined holes (5) of the tubular pile (2), and the at the The inlet and outlet contact point between the vertical heat transfer tube (4) and the inclined holes (5) of the tubular pile is connected to the outside of the vertical heat transfer tube with a foam and is thereby protected against wear; and at the same time an exposed section of the vertical heat transfer tube (4) located outside the tubular pile (2) and the upper structure is covered with a layer of heat insulating material;3) The construction steps 3) and 4) are repeated in order to complete the construction of the pile connections of several prefabricated tubular piles (2) and the placement of the vertical heat transfer pipe (4), whereby a water flushing of the vertical heat transfer pipe (4) is carried out and the tightness of the installed vertical heat transfer pipe is checked; and then the interior of the prefabricated tubular pile (2) is filled with water or oil which is used as a heat transfer medium between the heat transfer pipe and the prefabricated tubular pile (2);6) Carrying out the construction of the anchorage at the junction between the upper structure and the prefabricated tubular pile (2): a steel sheet (7) with the same diameter as the inner wall of the tubular pile is placed on the pin (6) at the top of the prefabricated pile , then anchoring steel bars and steel bars of the upper structure are bound, and the horizontal heat transfer tube (1) is bound and embedded by means of the sheet steel structure; and wherein then the vertical heat transfer tube (4) is led out into the upper structure and connected to the horizontal heat transfer tube, and wherein the upper structure comprises a platform, a plate foundation or a plate;7) Construction of the upper structure: pouring the concrete at the scene to fill the pile core of the tubular pile of the upper part of the pin and the upper structure;8) attaching an external water collector connected to the horizontal heat transfer pipe (1) and a pump machine to perform water passage rinsing for the entire heat transfer pipe system and to check the water permeability of the heat transfer pipe system; whereby the embedding of the heat transfer pipe in the entire prefabricated pipe pile (2) and its connection to the horizontal heat transfer pipe (1) are completed.
    [9]
    9. The method according to claim 8, characterized in that in step (4) a porous or fibrous heat insulating material is used, including slag wool and styrofoam, the thickness of the cladding layer being 5 to 10 mm.
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    同族专利:
    公开号 | 公开日
    GB2555050B|2018-10-10|
    CN105040679A|2015-11-11|
    AU2016306883B2|2019-09-12|
    DE112016002341T5|2018-02-22|
    GB201720457D0|2018-01-24|
    AU2016306883A1|2018-01-25|
    WO2017024916A1|2017-02-16|
    CN105040679B|2016-08-31|
    US10655892B2|2020-05-19|
    GB2555050A|2018-04-18|
    DE112016002341B4|2021-12-23|
    US20180180326A1|2018-06-28|
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    法律状态:
    2018-04-13| NV| New agent|Representative=s name: IP PARTNERS J. WENGER, CH |
    2020-08-14| NV| New agent|Representative=s name: OMNIS-IP SA, CH |
    优先权:
    申请号 | 申请日 | 专利标题
    CN201510494270.7A|CN105040679B|2015-08-12|2015-08-12|A kind of heat-transfer pipe being embedded in prefabricated tubular pile stake and method for embedding thereof|
    PCT/CN2016/089921|WO2017024916A1|2015-08-12|2016-07-13|Heat transfer pipe embedded in a prefabricated pipe pile and embedding method|
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