CN217871200U - Multi-cavity steel plate shear wall steel bar truss - Google Patents
Multi-cavity steel plate shear wall steel bar truss Download PDFInfo
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- CN217871200U CN217871200U CN202221414204.6U CN202221414204U CN217871200U CN 217871200 U CN217871200 U CN 217871200U CN 202221414204 U CN202221414204 U CN 202221414204U CN 217871200 U CN217871200 U CN 217871200U
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Abstract
The utility model relates to a shear force wall steel bar truss technical field just discloses a multi-chamber steel sheet shear force wall steel bar truss, including side steel sheet and the connecting steel sheet of welding between two sets of side steel sheets, the even welding of terminal surface that two sets of side steel sheets are close to each other has the multiunit slide, slide top-down vertical welding, the spacing groove has been seted up to the top face of slide, is provided with the link around between two sets of adjacent slides, the link is the X-shaped piece, the equal fixed mounting in four corners of link has the slider, slider slidable mounting is at the spacing inslot. The utility model discloses in, the link can suspend pouring the space top, puts into down a set of fixture block again on controlling adjacent two sets of upper bracket frames with the connecting rod card this moment, fixes the connecting rod to push the below with the link of bottom, install in proper order, thereby solve the problem of welding construction difficulty.
Description
Technical Field
The utility model relates to a shear force wall steel bar truss technical field especially relates to a multi-chamber steel sheet shear force wall steel bar truss.
Background
Shear walls are also known as wind resistant walls, seismic walls or structural walls. The wall body mainly bears horizontal load and vertical load (gravity) caused by wind load or earthquake action in a house or a structure, and the structure is prevented from being sheared (sheared) and damaged. Also known as earthquake resistant walls, are generally made of reinforced concrete. The shear wall is constructed by welding steel plates to form a box body, arranging a steel bar truss in the box body, and pouring concrete.
Through retrieval application number CN201620429432.9, a plane steel bar truss type multi-cavity steel plate shear wall is disclosed, and belongs to the field of steel structures. The steel plate reinforced concrete combined box comprises a multi-cavity box body formed by a plurality of steel plates in a surrounding mode, wherein a plane steel bar truss assembly is arranged in the multi-cavity box body, and concrete is arranged in the multi-cavity box body. The plane steel bar truss type multi-cavity steel plate shear wall is reasonable in structure, convenient to process and capable of improving overall strength.
The planar steel bar truss assembly in the technical scheme is welded with the steel plate butt joint, the technical requirement for welding is high in the multi-cavity box body, construction site field construction is not facilitated, a welding technology is adopted simultaneously, and once construction errors occur, the rework difficulty is large.
Therefore, a multi-cavity steel plate shear wall steel bar truss is provided.
SUMMERY OF THE UTILITY MODEL
The utility model mainly solves the technical problem existing in the prior art and provides a multi-cavity steel plate shear wall steel bar truss.
In order to realize the above-mentioned purpose, the utility model discloses a following technical scheme, a multi-chamber steel sheet shear force wall steel bar truss, including side steel sheet and the connecting steel sheet of welding between two sets of side steel sheets, the even welding of terminal surface that two sets of side steel sheets are close to each other has the multiunit slide, slide top-down vertical welding, the spacing groove has been seted up to the top face of slide, is provided with the link around between two sets of adjacent slides, the link is the X-shaped piece, the equal fixed mounting in four corners of link has the slider, slider slidable mounting is at the spacing inslot.
Preferably, the limiting groove is a convex groove and penetrates through the end faces of the two groups of sliding plates, which are close to each other.
Preferably, a friction pad is fixedly mounted on the end face, close to the side steel plate, of the sliding block, the friction pad is composed of a plurality of groups of semicircular rubber strips, and the friction pad is in interference fit with the side steel plate.
Preferably, the upper end face and the lower end face of the connecting frame are respectively and fixedly provided with an upper supporting frame and a lower supporting frame, and the upper supporting frame and the lower supporting frame are both fixedly connected with the sliding block.
Preferably, the left side wall surface and the right side wall surface of the lower support frame are fixedly provided with clamping blocks in a staggered manner, the clamping blocks are L-shaped blocks extending downwards, connecting rods are clamped between the left and the right adjacent upper support frames in a staggered manner, and two ends of each connecting rod are bent downwards and tightly attached to the side wall surfaces of the upper support frames.
Preferably, both sides of the top end surface of the connecting rod are rounded.
Preferably, the front and rear sets of side steel plates and the connecting steel plate between the two sets of side steel plates form a casting space, and concrete is cast in the casting space.
Advantageous effects
The utility model provides a multi-chamber steel sheet shear force wall steel bar truss. The method has the following beneficial effects:
(1) This multi-cavity steel sheet shear force wall steel bar truss, the one side uniform weld slide of steel sheet will incline, it has the one side of slide to be close to each other to incline two sets of steel sheet welding again, and both ends welded connection steel sheet at two sets of side steel sheets, thereby make side steel sheet and connecting steel sheet form and pour the space, make things convenient for final pouring, slide the slider at link both ends again from the slide upper end and slide into spacing inslot, the effect of blockking because of the friction pad, the link can suspend pouring the space top, at this moment with the connecting rod card about adjacent two sets of upper bracket frames, put into next a set of fixture block again, fix the connecting rod, and push the below with the link of bottom, install in proper order, thereby solve the problem of welding construction difficulty.
(2) This multi-chamber steel sheet shear force wall steel bar truss through the cooperation of slide and slider to with four adjacent groups of sliders under the connection of the X shape of link, form multiunit triangle-shaped structure, make two sets of side steel sheets around be difficult for bulging under the pressure of concrete in the pouring process, improve the stability of shear force wall.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the description of the embodiments or the prior art will be briefly described below. It should be apparent that the drawings in the following description are merely exemplary, and that other embodiments can be derived from the drawings provided by those of ordinary skill in the art without inventive effort.
The structure, ratio, size and the like shown in the present specification are only used for matching with the content disclosed in the specification, so as to be known and read by people familiar with the technology, and are not used for limiting the limit conditions which can be implemented by the present invention, so that the present invention has no technical essential significance, and any structure modification, ratio relationship change or size adjustment still falls within the range which can be covered by the technical content disclosed by the present invention without affecting the function and the achievable purpose of the present invention.
FIG. 1 is a schematic view of the three-dimensional structure of the present invention;
FIG. 2 is a schematic view of the truss structure of the present invention;
fig. 3 is a schematic view of the internal structure of the present invention.
Illustration of the drawings:
1. a side steel plate; 2. connecting steel plates; 3. a slide plate; 4. a limiting groove; 5. a connecting frame; 6. a slider; 7. a friction pad; 8. an upper support frame; 9. a lower support frame; 10. a clamping block; 11. a connecting rod; 12. and (6) pouring a space.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Example (b): the utility model provides a multi-chamber steel sheet shear force wall steel bar truss, as shown in fig. 1-3, including side steel sheet 1 and the steel connecting plate 2 of welding between two sets of side steel sheets 1, the even welding of terminal surface that two sets of side steel sheets 1 are close to each other has multiunit slide 3, 3 top-down vertical welding of slide, spacing groove 4 has been seted up to slide 3's top face, is provided with link 5 around between two sets of adjacent slides 3, link 5 is the X-shaped piece, the equal fixed mounting in four corners of link 5 has slider 6, slider 6 slidable mounting is in spacing groove 4.
The limiting groove 4 is a convex groove and the limiting groove 4 penetrates through the end faces of the two groups of sliding plates 3, which are close to each other.
The end face of the sliding block 6 close to the side steel plate 1 is fixedly provided with a friction pad 7, the friction pad 7 is composed of a plurality of groups of semicircular rubber strips, and the friction pad 7 is in interference fit with the side steel plate 1, so that the sliding block 6 cannot slide down from the upper part to the lower part too fast during installation, and installation of other components is facilitated.
The upper end face and the lower end face of the connecting frame 5 are respectively and fixedly provided with an upper supporting frame 8 and a lower supporting frame 9, the upper supporting frame 8 and the lower supporting frame 9 are fixedly connected with the sliding block 6, and the stability of the truss is further improved.
The side wall surface is crisscross fixed mounting has fixture block 10 about the lower carriage 9, and fixture block 10 is downwardly extending's L shape piece, and crisscross joint has connecting rod 11 between two sets of adjacent upper bracket 8 about, the both ends of connecting rod 11 are buckled downwards and are hugged closely with the side wall surface of upper bracket 8, strengthen about adjacent truss stability.
The top end face of the connecting rod 11 is provided with round corners at two sides, so that the clamping of the clamping block 10 is facilitated.
The front and rear groups of side steel plates 1 and the connecting steel plate 2 positioned between the two groups of side steel plates 1 form a pouring space 12, and concrete is poured in the pouring space 12.
The utility model discloses a theory of operation: evenly weld slide 3 with one side of side steel sheet 1, the one side that has slide 3 with two sets of side steel sheet 1 welding again is close to each other, and at two ends welded connection steel sheet 2 of two sets of side steel sheet 1, thereby make side steel sheet 1 and connected steel sheet 2 form and pour space 12, make things convenient for final pouring, slide 6 with link 5 both ends again from slide 3 upper ends and slide into spacing groove 4, because of the effect that blocks of friction pad 7, link 5 can suspend pouring space 12 tops, at this moment with connecting rod 11 card on controlling adjacent two sets of upper bracket 8, put into next a set of fixture block 10 again, fix connecting rod 11, and push the link 5 of bottom below, install in proper order, thereby solve the problem of welding construction difficulty.
Through the cooperation of slide 3 and slider 6 to with four adjacent groups of sliders 6 under the connection of the X shape of link 5, form multiunit triangle-shaped structure, make two sets of side steel sheets 1 before and after difficult under the pressure bulging of concrete in the pouring process, improve the stability of shear force wall.
The basic principles and the main features of the invention and the advantages of the invention have been shown and described above. It will be understood by those skilled in the art that the present invention is not limited to the above embodiments, and that the foregoing embodiments and descriptions are provided only to illustrate the principles of the present invention without departing from the spirit and scope of the present invention. The scope of the invention is defined by the appended claims and equivalents thereof.
Like reference numbers and letters refer to like items in the following figures, and thus, once an item is defined in one figure, it need not be further defined and explained in subsequent figures.
In the description of the present invention, it is to be understood that the terms "center", "longitudinal", "lateral", "length", "width", "thickness", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", "clockwise", "counterclockwise", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and to simplify the description, but do not indicate or imply that the device or element referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore should not be construed as limiting the present invention.
Furthermore, the terms "first", "second" and "first" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defined as "first" or "second" may explicitly or implicitly include one or more of that feature. In the description of the present invention, "a plurality" means two or more unless specifically limited otherwise.
Claims (7)
1. The utility model provides a multi-chamber steel sheet shear force wall steel bar truss, includes side steel sheet (1) and welding connection steel sheet (2) between two sets of side steel sheets (1), its characterized in that: the end face that two sets of side steel sheets (1) are close to each other has evenly welded multiunit slide (3), slide (3) top-down vertical welding, spacing groove (4) have been seted up to the top face of slide (3), are provided with link (5) around between two sets of adjacent slides (3), link (5) are the X-shaped piece, the equal fixed mounting in four corners of link (5) has slider (6), slider (6) slidable mounting is in spacing groove (4).
2. The multi-cavity steel plate shear wall steel bar truss of claim 1, wherein: the limiting groove (4) is a convex groove, and the limiting groove (4) penetrates through the end faces of the two groups of sliding plates (3) which are close to each other.
3. The multi-cavity steel plate shear wall steel bar truss of claim 1, wherein: the end face, close to the side steel plate (1), of the sliding block (6) is fixedly provided with a friction pad (7), the friction pad (7) is composed of a plurality of groups of semicircular rubber strips, and the friction pad (7) is in interference fit with the side steel plate (1).
4. The multi-cavity steel plate shear wall steel bar truss of claim 1, wherein: the upper end face and the lower end face of the connecting frame (5) are respectively and fixedly provided with an upper supporting frame (8) and a lower supporting frame (9), and the upper supporting frame (8) and the lower supporting frame (9) are fixedly connected with the sliding block (6).
5. The multi-cavity steel plate shear wall steel bar truss according to claim 4, wherein: the staggered fixed mounting of the left and right side wall surfaces of the lower support frame (9) is provided with a fixture block (10), the fixture block (10) is an L-shaped block extending downwards, a connecting rod (11) is clamped between the left and right two groups of adjacent upper support frames (8) in a staggered manner, and the two ends of the connecting rod (11) are bent downwards and are tightly attached to the side wall surfaces of the upper support frames (8).
6. The multi-cavity steel plate shear wall steel bar truss according to claim 5, wherein: the two sides of the top end face of the connecting rod (11) are round corners.
7. The multi-cavity steel plate shear wall steel bar truss of claim 1, wherein: the front and rear groups of side steel plates (1) and the connecting steel plate (2) positioned between the two groups of side steel plates (1) form a pouring space (12), and concrete is poured in the pouring space (12).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221414204.6U CN217871200U (en) | 2022-06-07 | 2022-06-07 | Multi-cavity steel plate shear wall steel bar truss |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202221414204.6U CN217871200U (en) | 2022-06-07 | 2022-06-07 | Multi-cavity steel plate shear wall steel bar truss |
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| CN217871200U true CN217871200U (en) | 2022-11-22 |
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| CN202221414204.6U Active CN217871200U (en) | 2022-06-07 | 2022-06-07 | Multi-cavity steel plate shear wall steel bar truss |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117005578A (en) * | 2023-10-07 | 2023-11-07 | 中交第四航务工程勘察设计院有限公司 | Steel bar net rack steel plate combined shear wall |
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2022
- 2022-06-07 CN CN202221414204.6U patent/CN217871200U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN117005578A (en) * | 2023-10-07 | 2023-11-07 | 中交第四航务工程勘察设计院有限公司 | Steel bar net rack steel plate combined shear wall |
| CN117005578B (en) * | 2023-10-07 | 2023-12-19 | 中交第四航务工程勘察设计院有限公司 | Steel bar net rack steel plate combined shear wall |
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