专利摘要:
Device for building frameworks which comprises a foundation (2, 3), a number of vertical uprights (1) divided in elements (6, 7) joined end to end of each other to form the respective complete uprights (1), a number of substantially horizontal beams (4), provided for the support of such area covering elements as floor structure elements (5) at least partly positioned above each other to form several stories of the building, which beams (4) have their ends supported by the upright elements and are joined together along the respective uprights, and coupling means (8) at the points where the upright elements are joined together, including elements (19, 25) for the attaching of the ends of the respective upright elements (6, 7) to each other and elements (18, 22) for supporting the beam or beams (4) connecting to the coupling means (8). The upper end of the upright element (6), which is the lower in the joint between two upright elements, is permanently provided, at the sides extending from the end, with the supporting element (18, 22) for the beams, preferably for four beams at right angle to each other and has its end provided with a first part (19) of the element for attaching the ends of the upright elements to each other and cooperates with a second part (25) of said attaching element provided at the lower end of the upright element (7) positioned as an upper element in the joint between the two upright elements.
公开号:SU1034613A3
申请号:SU802982595
申请日:1980-09-08
公开日:1983-08-07
发明作者:Андерсон Лейф
申请人:Lejf Anderson;
IPC主号:
专利说明:

2. The framework according to claim 1, characterized by the fact that the beams are provided with cantilever beam elements with holes interacting with the pins.
3. Frame pop. 1, which differs by the fact that the openings of the slab above the stand are narrowed together and interact with the groove.
4. The framework according to claim 1, characterized in that the upstream post is provided with free lying
on the plate, a locking plate with holes interacting with the pins, protruding above the plate of the upper rack.
5. Framework according to claim 1, characterized in that the uprights are provided with openings for positioning.
6. Framework according to claim 1, characterized in that it is made with additional posts connected to the frame beams by means of pins.
The invention relates to construction. The building framework is known, including joints in joints and girders 1. The closest technical solution to the present invention is a building framework containing a base, supported on a foundation, pillars, connected to each other and with girders in knots and knots The elements are attached to the end posts by plates with holes for fastening the connecting elements C 2J. A disadvantage of the known structures is a complex connection in the nodes of the elements constituting the building framework. The purpose of the invention is to simplify installation. The goal is achieved by the fact that in the building frame, adjacent to & arm base, supported on the foundation of the stand, therefore connected to each other and with the floor beams in the nodes, and nodal connecting elements with dockable struts attached to K 5fH4aM plates with holes for fasteners, vaiolie & nycs in each node of fastening of a spherical rack at the level of the top of the beam in the form of dowel pins for the upper shelf of the beam and plate of the upper rack, and at the bottom of the base The bars are in the bottom of the wall of the beam. The beams are equipped with console beams with holes interacting with pins. The openings of the slab of the old stand have a tapering part interacting with the recess. The upright stand is provided with a locking plate lying on the plate with openings that interact with the pins protruding above the plate of the upstream stand. The uprights are provided with holes for positioning. The frame is made with additional racks connected to the frame beams by means of pins. Figure 1 shows the frame in a perspective view; in Fig. 2 - a frame with a partial break of the rack, side view; in FIG. A node connection of a rack with a ceiling beam; figure 4 - dockable part of the beam overlap; figure 5 section aa in figure 4; on figb - connection of a beam with a stand, top viewJ on Fig.7 - section BB of Fig. 3 (when installing the top rack; on Fig.8; node connection - axonometric; figure 9 - connection of intermediate beams and struts the frame of the building; FIG. 10 - an intermediate stand in FIG. 11 - a beam at the points of attachment of additional racks. The frame structure comprises a series of vertical columns 1 which, by means of plates 2, rest on the foundation 3. Ground can be the ground on which plates 2 directly, but you can also prepare a special foundation This, for example, in the form of a foundation slab, base, pile structure, or in the form of another foundation, known in the construction machinery, between the vertical posts extends a certain number of beams 4. Beams 4, which run horizontally, can act in four directions from the posts and form angles of 90 and 180 relative to each other, respectively. The number of beams protruding from the posts depends on the location of the stand in the hull structure. Thus, two beams protrude from a rack located in the corner of the building and form a right angle with each other, while a stand located between the corners of the building along its outer wall can serve as a support for two beams forming with each other. an angle of 180 ° Or for three beams, an angle of 90 with each other, with one of the beams in the latter case protruding inwards towards the center of the building's body. A rack located in the center of the building's hull can serve as a support for four beams as well as for two or three beams. The beams 4, in turn, support the elements of the ceiling, which are intended to form or support floors or ceilings. . At the top of the building they can form a roof. When the roof is formed, the elements 5 may have a triangular shape, a dl / sloped roof, as well as an inclined prtolka. The struts have different lengths. Thus, there are posts that pass through several floors, and with such a connection they hold more than two rows of beams, which are divided by the height of one floor. When the stand passes only through one floor between the Two elements 5 and down to the slab 2. / the racks hold only the drafts of a number of beams, in order to limit the number of different elements forming the assembly hour, which is an advantage in terms of production and transportation , racks are divided into further elements. Accepting a certain height of the roof as a standard one can satisfy most of the requirements by means of two types / vertical elements of racks, for example, lower elements 6 extending from the slab to the first row of the 4th section. Further, we call lx basement vertical elements and elements passing through Each floor, later called the basement vertical element 7, Each vertical element 6 and 7 at the top end holds the connecting device 8 / allowing you to fasten one, two, three, or four ends of the beams 4 with the vertical element at the same time, and also to connect the lower end of the subsequent vertical element with the said upper end. The ends of the ball 4, in turn, support the media, interacting with the connecting devices 8, the Beams 4 are Z-shaped with the wall 9, the upper flange 10 and the lower flange 11. To the lower side of the upper flange 10 and $ 5, the cantilevered arm beam element in the form of plate 12, which, with its part, protrudes outward from the end of the beam. Plate 12 is applied to the welded flange 13 and. on the end plate 14, which occupies a position at the end of the beam 4 and which has a notch in the lower part. The protruding part of the plate 12 is from. Verity 16, Each connecting device 8 is divided into two parts, one of which is located at the upper end of the vertical segmentation. 6, and the other in the lower parts of the vertical elements. The connecting parts located at the upper end of the vertical elements contain a plate 17 inserted at the end of the rack into a square profile where it is fixed by welding, and four pins 18, which are made of plates 17 and provided with recesses 19. A rod 20 extends upwards and downwards, the lower end of which carries a base plate 21.1 in which the rotary links SG-shaped stops 22 around the axes 23 attached to the base plate 21. Each of the stops 22 is located right in front of one side of the square profile and in front of the hole 24 in Ztoy. to the side. The lugs 22 can occupy an ejected position (shown ria of FIG. 3 on the left) or inserted into the bed (shown in FIG. 3 on the right} when the abutment is inside the rack profile... Part of the connecting device 8 located at the lower end stand comprises a plate 25 with four bore holes 26, which is welded to the stand, these holes have a narrower oval part and a wider round part. The round wide part can rotate around pin 18 and oval 1} and the narrow part enters the narrowed plot which is about It is formed by the recess 19 and this part of the hole 26 cannot enter the outer part of the pin 18, the central hole 27 for the rod is in the plate 25. At the top of the plate 25 there is a second plate 28, which, unlike the plate 25, is welded to the lower end of the vertical { The full element is completely free and its own weight is pressed against plate 25. Free plate 28 has four holes 29 that are large enough to allow sliding on the outer parts of pins 18. These holes are located right in front of the ends of the narrow parts of hole 26, and about azom concentrically their semicircular termination m. Plate 28 is in the direct position because it is square and enters a square profi-p of a vertical element. The plate 28 is accessible from the outside through the holes 30 in the vertical element. The plate 28 occupies a recessed position in the upper part of the vertically element, and the recesses 31 are made in the lateral sides of the vertical elements and have such a depth that the plates 12 on the beams 4 can occupy positions slightly below the corner sections 32, which are the end parts of the rack . The short distance between the plates 12 and the ends of the ear portions 32 is of such dimensions that the plate 25 protrudes below the lower end of the vertical element. The plate has a few menil and) thickness compared to the width of the undercut 19. The rack 6 at the lower ends contains a bolt 33, which passes through the reinforcing elements 34 of the base plate 2. The base plate 2 is made of concrete, which is poured around the reinforcement part 3. The height of the bolts 33 relative to the base plate 2 can be adjusted by means of the nut 35, so that the frame can be adjusted in level independently of the base plates differing in height from each other. Beams 4 are supported by a number of brackets 36 serving to support the elements 5 Covers In addition, it provides with a series of holes 37 in the lower flange of the beams 4. The overlapping elements are in the form of channel beams with a shelf 38, which is provided with three trough-like strips 39 and two flanges 40, which terminate in the end flanges 41. 39 enters the brackets 36, and the end flanges 41 have holes that are aligned with the holes 37, so that the edge flanges 41 and the flanges 11 of the arms 4 can be fixed to each other by means of bolts 42. Beams 4 provide a number of holes 43 to guide communications In addition, the frame is provided with a number of covering elements | The 2-overlapping plates 44 occupy a position under the beams 4 and are attached to the lower flanges 11 of the beams 4 by means of bolts 45. The overlapping plates 44 are provided with a lower flange 46, which is intended to be connected to the facade cladding. The uppermost posts 7 may in the upper part serve as a support for the end plate under the base of the ridge. This plate can be attached to protruding rods 20 s provided by a Nme in it an internal thread into which a fixing bolt is screwed. Racks and frame beams form a series of open square openings. These openings should be divided into smaller openings for installing windows and doors. This is done by means of vertical columns 47 and horizontal intermediate beams 48. These elements have tubular profiles. In this arrangement, the vertical columns on one side at the upper end have a pair of bore holes 49, similar to the holes 26, located on either side of the central hole 50-. Pins 51 with grooves, similar to pins 18 and arranged in pairs around central pin 52, are attached to beams. Pins 51 and 52 are attached to wall 9 b; 1 block 4, and in the upper flange 10 there are a number of holes 53 located directly in front of pins 51 and 52 -when mounting beams. The columns .47 in addition to the holes 49 and 50 at the opposite end contain a pin 54. Along the COLUMN there are a number of holes 55 arranged in pairs. The intermediate beams are also provided with bolts 56 that can be moved through the holes 57 in the side of the beams. When installing the frame, first, base plates are installed on the foundation on the Cesta. As already noted, these plates can be installed directly on the ground with a rigid framework structure, or in dug trenches of greater or lesser depth. You can also install slabs on pedestals or piles or replace them completely with a concrete base. At the end of the laying of the base, the vertical elements 6 are in place by means of bolts 33 in the holes of the reinforcing elements 34 and aligned with the nuts 35, so that all the vertical elements at their upper ends are approximately at the same level. The beams 4 are mounted simply by installing their plates with the holes 16 on the pins 18, as a result of which they are in the recesses between the corner sections of the 32 pillars. When mounting the beams, the corresponding stops 22 must be extended and then pushed into the slot 15 in the slab 14. Thus, the beams 4 provide rigid supports at the ends and for the beams themselves, as well as fixing their position with the exception of their swinging. The installed frame can be further installed in the exact position by means of nuts 35. After the first floor frame has been constructed, vertical elements 7 are installed if the building has several floors. The slabs 12 of the beams 4 are suspended on the pins 18 and the beams protrude directly from the sides of the profile struts. The pins 18 and the rod 20 are held in an upward direction above the plates 12. When connecting the P node
than four beams on pins impose washers (not shown). The washers may have the same thickness as the plate 12. The upper rack 7, with a large diameter of the holes, moves on the pins 18, with the equal profiles of the Counters being displaced relative to each other by 45. The upper rack plate 25 rests on the plates 12 and the said washers respectively . Plate 25 contains corners that are cut so that the plate can rotate inside corner sections 32. As already noted, these corner sections protrude in a direction above the end of the upper vertical column. Thus, the vertical element can be rotated and this. the movement is carried out at an angle at which the sides of the vertical element are in line with each other. Then the ends of the narrow portions of the openings 26 enter the narrowing of the pins 13 in the recesses 19. It is easy to understand that the upper surface of the plate 25 is then located behind the flange ending at the recess 19. and the stand is thus firmly held in place. In the pivotal movement, the rod 20 serves as a guiding means.
When the upper vertical element is first rotated on the pins to its own position, which, relative to the lower vertical element means angular displacement, the ends of the pins are located directly in front of the plate from the side of the holes. This means that the plate is 28 raised with pins. However, when the vertical member is rotated to the locking position, the pins are straight.
in front of the holes 29 and the plate 28 falls over the pins. The upper element is thereby locked without the possibility of rotation and is again released from the lower vertical element.
However, if it is necessary to reverse the vertical element for disassembly, the plate 28 can be raised by inserting the forked element 0 through the holes 30.
When attaching the columns 47, the latter are turned to the position when the bore holes. 49 with widened areas can rotate around pins 51. Pins
52, which are inserted into the opening 50, function as guide means. If the column is rotated to a vertical position, a narrow portion of the holes 49 is locked onto the pins.
0 51 with notches. At the end of the movement, the protruding pin 54 comes into contact with the lower beam 4. However, this beam, according to the calculations, has a certain draft and therefore the column should be turned in the direction of counteracting the spring force until the pin enters the hole 53. Then the pin 51 also takes the position lock into the tapered ends of the holes 49.
0 In terms of length, intermediate beams extend the distance between the vertical element 7 and the columns 47 or the distance between the two columns 47, between which the elements with locking means are inserted
5 and bolted. After the intermediate beams 48 are positioned in front of the pair of holes 55, the bolts are removed and the intermediate beams are suspended on protruding bolts,
0 which are inserted into the holes 55.
7
S
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(ABOUT
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27 Fig.8 S / / 4 /
权利要求:
Claims (5)
[2]
2. Japanese Patent No. 52-16927, cl. E 04 In 1/24, published. 1977 .; 1. BUILDING FRAME, containing the base, supported on the foundation of the rack, floor-connected with each other and with floor beams in nodes, and nodal connecting elements with plates attached to the ends of the joined racks with holes for fasteners, characterized in that, in order to simplify installation, the fasteners in each attachment point of the lower rack at the top of the beam are made in the form of support pins with recesses for the upper shelf of the beam and the plate of the upper rack, and at the bottom of the beam, in the form of a stop end wall.
Figure 1
2. The frame according to claim 1, characterized in that the beams are equipped with cantilever beam elements with holes interacting with the pins.
[3]
3. The frame according to claim 1, characterized in that the openings of the plate of the upstream rack have a tapering part that interacts with the undercut.
[4]
4. The frame according to claim 1, characterized in that the upright rack is provided with a locking plate freely lying on the plate with holes interacting with pins protruding above the plate of the upstream rack.
[5]
5. The frame according to claim 1, characterized in that the upstream racks are made with holes for leveling the position.
[6]
6. The frame according to claim 1, characterized. the fact that it is made with additional racks connected to the beams of the frame by means of pins.
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同族专利:
公开号 | 公开日
SE7808502L|1980-02-10|
GB2051926B|1983-04-20|
WO1980000356A1|1980-03-06|
US4346540A|1982-08-31|
FR2433082A1|1980-03-07|
GB2051926A|1981-01-21|
PL217655A1|1980-04-21|
JPS55500435A|1980-07-17|
SE418881B|1981-06-29|
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法律状态:
优先权:
申请号 | 申请日 | 专利标题
SE7808502A|SE418881B|1978-08-09|1978-08-09|DEVICE FOR HOME BUILDINGS|
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