• 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:
    The invention relates to a method and installation for introducing an intestinal wall built up from vapor planks into a submerged bottom, characterized in that a guide member extending at least substantially vertically is arranged between a vessel and the bottom and an intestinal wall board in the bottom is pressed with the aid of a pressure device displaceable along the guide member secured to the vessel. The installation is provided with a vessel and with a vehicle displaceable on the shipping spout, which supports a height-adjustable guide member, and with a pressure device displaceable along the guide member.
    公开号:BE1017979A3
    申请号:E200800065
    申请日:2008-02-05
    公开日:2010-02-02
    发明作者:Arie Heinz Horst Kandt
    申请人:Kandt Aannemings Funderingsbed；
    IPC主号:
    专利说明:

    Method and installation for the insertion of a sheet pile wall into a subsoil submerged in water.
    DESCRIPTION
    The invention relates to a method for introducing a sheet pile wall constructed from sheet piles into a submerged subsurface with the aid of a vessel displaceable along the direction of extension of the sheet pile wall on which at least one guide member comprising means are arranged for introducing the sheet into the bottom. sheet pile.
    Such a method can be derived from JP 03093917, wherein the sheet piles are guided with the aid of guide members placed on top of the sheet piles. The sheet piles are driven into the ground by means of a pile driver via the guide members.
    A problem underlying the present application is that if one wishes to install a further structure, for example a further tunnel, in the vicinity of an underwater structure, such as for example a tunnel, difficulties arise. In fact, when carrying out work for fitting a further structure, such as, for example, digging a trench for sinking a tunnel, there is a risk that the existing structure will be laterally oriented towards the new structure to be fitted. sinks with all the associated dangers.
    To avoid this danger of the building sinking away, a sheet pile wall can be installed in the ground between the existing structure and the place where a new structure must be installed. Applying a sheet pile wall in the usual manner with a pile-driving device or vibrating device, however, entails further dangers for the already existing structure, for example of cracking. The usual pile driving or vibrating in of a sheet pile is therefore not permitted.
    The object of the invention is to obtain a method in which a sheet pile wall can be effectively placed in a submerged soil, without there being any risk of any structures or the like present in the presence of the sheet pile sheet to be applied.
    According to the invention, this can be achieved in that for inserting a sheet pile board between the vessel and the bottom a guide member is arranged in an at least substantially vertical position and then the pile of peel is pressed into the bottom with the aid of a plate which is fixed to the vessel. guide device which can be moved, which is displaceable during operation, which is moved stepwise along the guide member during operation for stepwise pressing the sheet pile board into the ground, the guide piece being clamped to the guide member for pressing the sheet pile board.
    By applying the method according to the invention, a pile of vapor can be pressed into the ground gradually with the aid of the preferably hydraulically operating pressure device, at least in the vicinity of the upper surface of the bottom, so that the inserted sheet pile wall does not form obstacles for ship traffic and the like. No unwanted vibrations will be caused during the introduction of the sheet pile wall, while a further advantage is that the introduction of the sheet pile wall will not cause unnecessary noise nuisance.
    The guide member is thereby pressed into the bottom with a lower end for placing a vapor trap, so that the guide member is positioned securely during the introduction of the vapor trap.
    By supporting the guide member with a vehicle displaceable over the vessel, a number of sheet piles can be successively pressed into the bottom in an anchoring position of the vessel.
    In order to effectively connect the successive sheet piles to be pressed into the soil, several pile piles forming a group, while at least partially protruding above the water, are coupled to each other, after which some of these sheet piles are pressed into the soil, while prior to pressing in the bottom of the last pile (s) of the relevant group a new group of pile faces is connected to this last pile (s).
    It is further noted that a pile-driving device is known from JP 08158365 for driving piles under water, wherein use is also made of a guide member. However, as has already been explained above, such a pile-driving device is not suitable for use in the vicinity of submerged structures.
    A further aspect of the invention relates to an installation for use in a method according to any one of the preceding claims, wherein the installation is provided with a vehicle displaceable on the vessel, which can be fixed to the vessel in height direction and fixed in a desired position. clamping guide member, while furthermore a printing device is displaceable along the guide member and clampable in several positions to the guide member.
    Using such an installation, a sheet pile wall consisting of sheet piles can be provided in an effective manner in a submerged soil.
    The invention will be explained in more detail below with reference to the accompanying figures.
    Figure 1 shows diagrammatically an installation for impressing sheet piles in a submerged soil.
    Figure 2 schematically shows the arrangement of a group of sheet piles prior to pressing these sheet piles into the soil.
    Figure 3 shows diagrammatically a view of a few pile-ups connected to each other.
    The installation 1 shown diagrammatically in Figure 1 comprises a vessel which, in the embodiment shown, takes the form of a pontoon 2. Since it is desired that this pontoon 2 assumes a position which is as stable as possible during operation, a pontoon with a proportional position is preferred. large dimensions and high load capacity are used. For consideration, a pontoon 2 with a capacity of ± 1500 tons and with dimensions of 50 x 18 meters can be envisaged. Such a pontoon floating on the water surface 3 can, for example, be anchored with the aid of per se known spud poles in the bottom 4 located under water, which bottom 4 can for instance form the bottom of a channel or the like.
    A vehicle 5, for example in the form of a suitable crane, is arranged on the pontoon 2, such that this vehicle, viewed in Figure 1, can be moved across the pontoon 2 in a direction perpendicular to the plane of the drawing.
    The installation further comprises a guide member 6 extending substantially in the vertical direction during use of the installation, for example in the form of a tube. This guide member 6 can, for example, be moved in the vertical direction by means of a hoisting device or the like which is not placed on the pontoon and which is placed on the barge.
    The vehicle 5 is provided with a clamping member 7 with the aid of which the guiding member 6 can be grasped. A similar clamping member 8 is mounted on the pontoon and can be moved in the same direction as the vehicle 5 relative to the pontoon.
    With the aid of a clamping mechanism 9, which is also schematically shown and further attached to the pontoon, the guide member 6 can also be clamped to the pontoon. The clamping mechanism can be moved along a side of the pontoon in a similar manner as the clamping member 8.
    Arranged along the guide member 6 is a schematically illustrated, preferably hydraulically operating, pressure device 10. This printing device is constructed in a manner known per se from a housing 10 'which has an adjusting cylinder and a pressure piece 10 "which is displaceable relative to the housing 10' with respect to the housing 10. Both the housing 10 'and the printing piece 10" are provided with a clamping mechanism 11 resp. 12 with the aid of which the housing 10 'and / or the punch 10 "can be clamped to the guide member 6. By alternately clamping the pressing device 10 with the one clamping mechanism 11 or with the other clamping mechanism 12 to the guide member 6 and then the moving both parts 10 'and 10 "in one direction or the other, as indicated by the double arrow A, the printing device can be moved stepwise along the guide member 6. A hoisting cable (not shown in detail) can also be coupled to the printing device 10, which hoisting cable is further connected to a crane, winch or the like placed on the pontoon, so that if both clamping mechanisms 11 and 12 are disconnected from the guide member 6, the printing device 10 is disconnected the hoisting cable can be moved quickly along the guide member 6.
    Piling slabs 13 to be placed, which can be pressed into the bottom 4 by means of the installation described above and shown diagrammatically, can optionally be supplied with a separate vessel, such as a further pontoon 14. Such conventional sheet piles 13 made of steel are provided in a manner known per se along their longitudinal edges with profile parts, also known as locks, with the aid of which adjacent sheet piles can be coupled to each other in such a way that the sheet piles coupled to one another are in their longitudinal direction. are displaceable relative to each other, but cannot be displaced relative to each other transversely of their longitudinal direction.
    Although the present description will mainly deal with such steel sheet piles, it will be clear that the installation and method according to the invention can also be applied when using wooden sheet piles with a spring and groove connection.
    For the introduction of the sheet piles, a few sheet piles are preferably placed in a group on the bottom 4 and thereby connected to each other with the locks. Such a group may, for example, consist of two to five sheet piles placed next to each other and coupled to each other, as shown schematically in Figure 2. In addition, the sheet piles still project at some distance above the water surface 3.
    Some of the sheet piles can then be pressed into the soil 4 in the manner to be described below.
    Before the last and possibly also the penultimate pile of the group of piles are pressed into the soil, a further group of piles of piles placed next to each other is joined to the longitudinal edge of the pile of piles which is still furthest from the pressed-in pile piles, using the ditches. .
    Subsequently, the vapor bank (s) of the first group still protruding above the water can be pressed into the ground, followed by pressing a number of sheet piles of the further group into the soil, after which again a group of sheet piles with the last pile of this further group group can be coupled, etc. until, for example, a sheet pile extending over the entire width of a channel or the like is formed in the bottom 4, such that the upper ends of the sheet piles at least substantially do not protrude above the bottom 4 in order to allow an unhindered passage of ships or the like.
    Prior to the pressing of a vapor barrier 13 into the bottom, the pressure device is arranged in the vicinity of the upper end of the guide member 6, and the guide member 6 is positioned by means of hoisting means or the like, not further shown, next to a vapor bank 13 to be pressed into the bottom arranged in such a way that the lower end of the guide member 6 preferably extends over the distance in the bottom in order to effect a good fixation of the lower end of the guide member 6 relative to the bottom. Furthermore, the guide member 6 is clamped to the pontoon 2 by means of the clamping member 8 and the clamping mechanism 9.
    The pressure device is then placed on the upper end of the vapor bank to be pressed into the ground, after which the pressure device 10 is moved downwards along the guide member 6 in the above-described manner, while moving downwards relative to the housing 10 ' the stamp 10 "will be pressed into the bottom of the pile. After pressing a pile 13 into the bottom 4, the printing device 10 can be moved upwards along the guide member 6, for example with the aid of a hoisting cable, and the guide member 6 will also be moved pulled out of the ground by means of the lifting device or the like, not shown in more detail, after which the guide member 6 can be clamped to the vehicle 5 by means of the clamping device 7 and the post 6 can be displaced in order to be pressed against a further pile of vapor to be pressed into the ground. be arranged after which the above-described process for pressing a pile can be repeated again.
    By arranging the guide member 6 so as to be displaceable relative to the pontoon with the aid of the vehicle 5, a part of the sheet pile wall whose length corresponds approximately to the width of the pontoon before the pontoon has to be displaced for driving into the ground the sheet piles of a contiguous part of the sheet pile wall.
    The use of a pontoon of suitable dimensions can nevertheless ensure that a passage through the channel or the like is also possible during the placement of the sheet pile wall.
    To prevent a vapor pile that has already been pressed into the soil from being depressed by the vapor pile to be pressed in when a vapor pile is pressed into the soil, stop members 14 and 14, respectively, can be fitted near the upper ends of the pile walls. 15 are arranged such that the stop members 14, 15 of two sheet piles pressed into the bottom come to lie against each other. By using these stop members 14, 15, it is possible to prevent in a simple manner that a pile of water pressed into the soil takes along an adjacent pile of water already pressed into the soil, because this neighboring pile of water is against displacement relative to the others already in the soil. sheet piles pressed in at bottom 4 are secured.
    In order to prevent a lower end of a pile of vapor from dislodging from the neighboring pile of vapor already driven into the ground while driving into the soil, suitable locking elements 16 known per se can be provided near the lower ends of the pile walls.
    权利要求:
    Claims (10)
    [1]
    Method for introducing a sheet pile wall built up from sheet piles into a submerged underwater surface by means of a vessel displaceable along the direction of extension of the sheet pile wall on which at least one guide member comprising means are provided for introducing the sheet pile wall into the soil, characterized in that, prior to inserting a sheet pile board between the vessel and the bottom, a guide member is arranged in an at least substantially vertical position and then the sheet pile is pressed into the bottom with the aid of a pressure device displaceable along the guide member to be fixed to the vessel, which during operation is moved stepwise along the guide member for stepwise pressing the sheet pile board into the bottom, the guide member being clamped to the guide member for pressing the sheet pile board.
    [2]
    Method according to claim 1, characterized in that the guide member is pressed into the ground with its lower end for placing a vapor barrier.
    [3]
    3. Method as claimed in any of the foregoing claims, characterized in that the guide member is supported by a vehicle displaceable over the vessel.
    [4]
    4. Method as claimed in any of the foregoing claims, characterized in that a plurality of sheet piles forming a group, while at least partially protruding above the water, are coupled to each other, whereafter some of these sheet piles are pressed into the soil, while for pressing a new group of sheet piles of the last pile (s) of the group in question is connected to this last pile (s).
    [5]
    Method according to one of the preceding claims, characterized in that sheet piles pressed into the ground are secured against displacement relative to each other in their longitudinal direction with stop members arranged near the upper ends of the sheet piles.
    [6]
    6. Method as claimed in any of the foregoing claims, characterized in that the guide member is fixed to the vessel with the aid of clamping members which are adjustable between a position fixing the position of the guide member relative to the vessel and a displacement of the guide member relative to the vessel.
    [7]
    An installation for use in a method according to any one of the preceding claims, characterized in that the installation is provided with a vehicle displaceable on the vessel, which supports a guide member adjustable in height and to be clamped to the vessel in a desired position, while furthermore a printing device is displaceable along the guide member and can be clamped to the guide member in several positions.
    [8]
    Installation as claimed in claim 7, characterized in that the vehicle is provided with a clamp which is adjustable between a position fixing the guide member relative to the vehicle and a position in which the guide member is displaceable in its longitudinal direction relative to the vehicle is.
    [9]
    9. Installation as claimed in claim 7 or 8, characterized in that the vehicle is provided with a clamping mechanism which is adjustable between a first position in which the guide member is fixed relative to the vessel and a second position, in which the guide member is fixed relative to the vessel. of the clamping mechanism is displaceable in its longitudinal direction.
    [10]
    Installation according to claim 9, characterized in that the clamping mechanism arranged on the vessel is displaceable relative to a side of the vessel.
    类似技术:
    公开号 | 公开日 | 专利标题
    CA1043581A|1978-12-05|Quay structure
    BE1017979A3|2010-02-02|METHOD AND INSTALLATION FOR INSERTING A DAMWALL INTO A BOTTOM LOCATED IN WATER.
    NL8002788A|1981-12-16|METHOD AND APPARATUS FOR PAPER CLADDING
    JPH11323872A|1999-11-26|Remodeling method of sheet pile type quay
    US10400407B2|2019-09-03|Modular wave-break and bulkhead system
    KR100458821B1|2004-12-03|The length adjustable lagging and its using method of braced wall construction
    KR101898720B1|2018-09-13|Fixing block with expedite installation pile cap
    KR100583007B1|2006-05-25|Sectional pier wharf
    JP5360657B2|2013-12-04|Retaining wall made of precast concrete
    JP4459222B2|2010-04-28|Construction method of cut-off wall and cut-off wall
    NL1013267C2|2000-05-30|Tunnel construction method for waterlogged urban area provides tunnel for underground railway and surface roadway
    EP0312198B1|1993-03-10|Pile, in particular an anchor pile
    US3438208A|1969-04-15|Method for the stepwise displacement of a heavy body over or through the ground
    KR101414155B1|2014-07-02|Self-supported shoring structure using shelf and construction method using the relieving platform
    GB2315803A|1998-02-11|Stop - end removal system for use in diaphragm wall construction
    NL2025176B1|2020-09-28|Quay wall and method for constructing a quay wall
    NL2024106B1|2021-07-19|A facing for separating a body of soil from a body of water to prevent erosion of the body of soil, a facing installation method and a facing replacing method
    NL9201356A|1994-02-16|Monolithic sheet-piling stabilizer
    NL1008925C1|1999-09-14|Building floor by pouring concrete into foundation pit enclosed by dam walls
    EP3916167A1|2021-12-01|Method for laying channel system components in the ground
    JP5360659B2|2013-12-04|Retaining wall made of precast concrete
    JP5797181B2|2015-10-21|Quay repair method
    JP3654882B2|2005-06-02|Ground improvement method
    DE102005010495A1|2006-09-14|Device for producing of barrage or similar involves a pressure tight container that is either single or double-walled and has a filler opening, connector and anchor to fix the device underground
    NL1015357C1|2001-12-03|Dam wall module with rear anchor block and concave steel plates set in rectangular frame
    同族专利:
    公开号 | 公开日
    NL1033368C2|2008-08-12|
    引用文献:
    公开号 | 申请日 | 公开日 | 申请人 | 专利标题
    US4138199A|1976-11-19|1979-02-06|Raymond International, Inc.|Method of driving piles underwater|
    JPS60250123A|1984-05-25|1985-12-10|Teruo Wada|Driving work of steel pipe sheet pile|
    JPH0418086B2|1985-04-22|1992-03-26|Murazumi Enjiniaringu Kk|
    DE3808269A1|1988-03-12|1989-09-21|Saarlaend Grubenausbau|Method of constructing a retaining dam and prefabricated steel member, in particular for a retaining dam constructed according to this method|
    JP2756838B2|1989-09-05|1998-05-25|若築建設株式会社|Underwater construction method for steel sheet piles and Jatco for steel sheet piles|
    JPH07197461A|1993-12-29|1995-08-01|Takenaka Komuten Co Ltd|Pile driver, transferable base frame of pile driver and preventive device of diffusion of turbid water resulting from the pile drive and piling method thereof|
    JP2521236B2|1994-03-24|1996-08-07|株式会社森長組|Pile driving device for driving piles on the seabed|
    JP2789024B2|1994-12-02|1998-08-20|株式会社森長組|Underwater pile driving device|
    JP2004027548A|2002-06-24|2004-01-29|Taisei Corp|Pile driving guide and pile driving method|CA3004561A1|2018-05-09|2019-11-09|Soletanche Freyssinet|Apparatus and method for subsea wall insertion|
    法律状态:
    2011-08-31| RE| Patent lapsed|Effective date: 20110228 |
    优先权:
    申请号 | 申请日 | 专利标题
    NL1033368A|NL1033368C2|2007-02-09|2007-02-09|Sheet pile wall construction method using vessel travelling along wall, involves moving press device along vertical guide secured to vessel|
    NL1033368|2007-02-09|
    [返回顶部]