CN212001707U

CN212001707U - Steel structure shear wall module with L-shaped special-shaped column structure

Info

Publication number: CN212001707U
Application number: CN202020342139.5U
Authority: CN
Inventors: 张峰; 章佃红; 梅志涛; 张运虎
Original assignee: Hangzhou Chaofeng Heavy Industry Steel Structure Co ltd
Current assignee: Hangzhou Chaofeng Heavy Industry Steel Structure Co ltd
Priority date: 2020-03-18
Filing date: 2020-03-18
Publication date: 2020-11-24
Anticipated expiration: 2030-03-18

Abstract

The utility model discloses a take steel construction shear force wall module of L type dysmorphism post structure, including first module board and second module board, the downside of second module board is one side upper surface of embedding slidable mounting in first module board, one side upper surface of first module board seted up with second module board assorted slot, and one side front surface of first module board runs through slidable mounting and has the screw rod. The utility model relates to a shear force wall module technical field, this take steel construction shear force wall module of L type dysmorphism post structure, all cup joint slidable mounting between the both ends through two fixed axles and have the limiting plate, can be convenient for assemble first module board and second module board, and after the equipment is accomplished, can make and keep fine steadiness between first module board and the second module board, when pouring when mixing earth, can prevent to take place to break away from the condition between first module board and the second module board, and then can improve the effect of pouring of shear force wall.

Description

Steel structure shear wall module with L-shaped special-shaped column structure

Technical Field

The utility model relates to a shear force wall module technical field specifically is a take steel construction shear force wall module of L type dysmorphism post structure.

Background

Shear walls, also called wind-resistant walls, earthquake-resistant walls or structural walls, are walls in houses or structures which mainly bear horizontal loads and vertical loads (gravity) caused by wind loads or earthquake action and prevent the structures from being sheared and damaged, are generally made of reinforced concrete.

However, when the existing shear wall modules are assembled and then used for pouring concrete, due to the fact that the connection stability between the shear wall modules is poor, in the concrete pouring process, the modules are prone to being separated, the modules are commonly called as die-blasting, failure of shear wall pouring can be caused, certain economic loss can be caused, and corresponding improvement is not performed.

SUMMERY OF THE UTILITY MODEL

The utility model provides a not enough to prior art, the utility model provides a take steel construction shear force wall module of L type dysmorphism post structure has solved that the connection steadiness between the shear force wall module is relatively poor to at the in-process of concreting, the problem that breaks away from takes place easily between the module.

In order to achieve the above purpose, the utility model discloses a following technical scheme realizes: a steel structure shear wall module with an L-shaped special-shaped column structure comprises a first module plate and a second module plate, wherein the lower side of the second module plate is embedded in and slidably mounted on the upper surface of one side of the first module plate, the upper surface of one side of the first module plate is provided with a slot matched with the second module plate, the front surface of one side of the first module plate is provided with a screw rod in a penetrating and sliding manner, one side of the upper part of the first module plate is symmetrically provided with two fixed shafts in a penetrating and sliding manner, one ends of the two fixed shafts are respectively slidably mounted on one side surface of the upper part of the second module plate in a penetrating manner, springs are respectively sleeved on the outer surfaces of the two fixed shafts at positions between the first module plate and the second module plate in a sliding manner, a limiting plate is respectively sleeved between the two ends of the two fixed shafts in a sliding manner, and a limiting, the upper surface of two stopper is embedded slidable between and is installed concave frame, the inside lower surface of first module board has seted up and has held the chamber, the inside in appearance chamber is provided with the buffer layer.

Preferably, an L-shaped cavity is formed between the first module board and the second module board.

Preferably, the lower side of the second module plate is sleeved with a nut matched with the lower side of the screw rod, the lower side of the second module plate is slidably mounted on the outer surface of the screw rod, a through groove matched with the screw rod is formed in the front surface of the lower side of the second module plate, and the outer surfaces of the two ends of the screw rod are sleeved with nuts matched with the outer surfaces of the two ends of the screw rod.

Preferably, the spring is a stainless steel member and the spring is in compression.

Preferably, two the upper surface of stopper all seted up with concave frame both ends assorted recess, the bolt hole has all been seted up to the both ends side of concave frame, and passes through bolt fixed connection between concave frame and the stopper.

Preferably, the buffer layer comprises a first alloy steel plate, a rubber plate is fixedly bonded to the lower surface of the first alloy steel plate, and a second alloy steel plate is fixedly bonded to the lower surface of the rubber plate.

Advantageous effects

The utility model provides a take steel construction shear force wall module of L type dysmorphism post structure possesses following beneficial effect compared with the prior art:

(1) this take steel construction shear force wall module of L type dysmorphism post structure, top one side symmetry through first module board runs through slidable mounting has two fixed axles, slidable mounting is run through respectively in a top side of second module board to the one end of two fixed axles, the position department all cup joints slidable mounting and has the spring between the surface of two fixed axles is located first module board and second module board, and all cup joint slidable mounting and have the limiting plate between the both ends of two fixed axles, can be convenient for assemble first module board and second module board, and after the equipment is accomplished, can make and keep fine steadiness between first module board and the second module board, when pouring muddy earth, can prevent to take place the condition of breaking away from between first module board and the second module board, and then can improve the effect of pouring of shear force wall.

(2) This take steel construction shear force wall module of L type dysmorphism post structure, the inside lower surface through first module board has been seted up and has been held the chamber, the inside that holds the chamber is provided with the buffer layer, the buffer layer is including first alloy steel sheet, the lower fixed surface of first alloy steel sheet bonds and has the rubber slab, the lower fixed surface of rubber slab bonds and has second alloy steel sheet, when the shear force wall pours the normal use that finishes, under the elasticity of rubber slab, can play fine cushioning effect to this shear force wall, consequently, can play good antidetonation effect, and the safety performance is improved.

Drawings

FIG. 1 is a perspective view of the structure of the present invention;

FIG. 2 is a schematic view of the structure of the present invention;

fig. 3 is a schematic view of the buffer layer structure of the present invention.

In the figure: 1. a first module board; 2. a second module board; 21. a through groove; 3. a slot; 4. a screw; 41. a nut; 5. a fixed shaft; 6. a spring; 7. a limiting plate; 8. a limiting block; 81. a groove; 82. a bolt; 9. a concave frame; 91. bolt holes; 10. a cavity; 11. a buffer layer; 111. a first alloy steel plate; 112. a rubber plate; 113. a second alloy steel plate.

Detailed Description

The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying 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.

Referring to fig. 1-3, the present invention provides a technical solution: a steel structure shear wall module with an L-shaped special-shaped column structure comprises a first module plate 1 and a second module plate 2, wherein the lower side of the second module plate 2 is embedded and slidably mounted on the upper surface of one side of the first module plate 1, the upper surface of one side of the first module plate 1 is provided with a slot 3 matched with the second module plate 2, the front surface of one side of the first module plate 1 is provided with a screw 4 in a penetrating and slidably mounting manner, one side of the upper part of the first module plate 1 is symmetrically provided with two fixed shafts 5 in a penetrating and slidably mounting manner, one end of each fixed shaft 5 is respectively installed on one side surface of the upper part of the second module plate 2 in a penetrating and slidably mounting manner, springs 6 are respectively sleeved and slidably mounted on the outer surfaces of the two fixed shafts 5 at positions between the first module plate 1 and the second module plate 2, limiting plates 7 are respectively sleeved and slidably mounted between the two ends of the two fixed shafts 5, and, a concave frame 9 is embedded between the upper surfaces of the two limiting blocks 8 in a sliding mode, an accommodating cavity 10 is formed in the lower surface of the inner portion of the first module plate 1, and a buffer layer 11 is arranged inside the accommodating cavity 10.

Referring to fig. 1, an L-shaped cavity is formed between the first module board 1 and the second module board 2, and the L-shape can increase the lower gravity of the shear wall and improve the stability of the shear wall.

Referring to fig. 2, the lower side of the second module plate 2 is sleeved and slidably mounted on the outer surface of the screw rod 4, the front surface of the lower side of the second module plate 2 is provided with a through groove 21 matched with the screw rod 4, the outer surfaces of the two ends of the screw rod 4 are sleeved with nuts 41 matched with the screw rod 4, in order to fix the lower side of the second module plate 2, the spring 6 is a stainless steel member, the spring 6 is in a compressed state, the upper surfaces of the two limit blocks 8 are provided with grooves 81 matched with the two ends of the concave frame 9, the side surfaces of the two ends of the concave frame 9 are provided with bolt holes 91, the concave frame 9 and the limit blocks 8 are fixedly connected through bolts 82, and in order to firmly fix the upper sides of the first module plate 1 and the second module plate 2.

Referring to fig. 3, the buffer layer 11 includes a first alloy steel plate 111, a rubber plate 112 is fixedly bonded to a lower surface of the first alloy steel plate 111, a second alloy steel plate 113 is fixedly bonded to a lower surface of the rubber plate 112, and the rubber plate 112 has elasticity and can resist shock to the shear wall.

And those not described in detail in this specification are well within the skill of those in the art.

When in use, the lower side of the second module plate 2 is firstly inserted into the slot 3 on the first module plate 1, then the screw 4 penetrates through the slot 3 and the inside of the through slot 21, then the nuts 41 on the two ends of the screw 4 are screwed, so that the lower side of the second module plate 2 can be firmly fixed, then the fixed shaft 5 penetrates between the upper parts of the first module plate 1 and the second module plate 2, the spring 6 is sleeved on the outer surface of the fixed shaft 5, then the two limit plates 7 are respectively sleeved between the two ends of the two fixed shafts 5, after the sleeving, the upper sides of the first module plate 1 and the second module plate 2 are pressed towards the middle direction, so that the two ends of the concave frame 9 can be inserted into the grooves 81 on the two limit blocks 8, and then the two limit plates are fixed by the bolts 82, so that the first module plate 1 and the second module plate 2 can be kept stable under the elasticity of the spring 6, when pouring concrete between first module board 1 and the second module board 2, under the stopping of limiting plate 7 and the fixed of screw rod 4, can prevent to take place the condition of breaking away from between first module board 1 and the second module board 2, further, after concrete placement is accomplished, under the elasticity of rubber slab 112, buffer layer 11 can play fine antidetonation effect to this shear force wall.

It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.

Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.

Claims

1. The utility model provides a take steel construction shear wall module of L type dysmorphism post structure, includes first module board (1) and second module board (2), its characterized in that: the lower side of the second module plate (2) is embedded into the upper surface of one side of the first module plate (1) in a sliding manner, a slot (3) matched with the second module plate (2) is formed in the upper surface of one side of the first module plate (1), a screw rod (4) is arranged on the front surface of one side of the first module plate (1) in a penetrating manner in a sliding manner, two fixing shafts (5) are symmetrically arranged on one side of the upper side of the first module plate (1) in a penetrating manner in a sliding manner, one ends of the two fixing shafts (5) are respectively arranged on one side of the upper side of the second module plate (2) in a penetrating manner in a sliding manner, springs (6) are arranged on the outer surfaces of the two fixing shafts (5) in a position between the first module plate (1) and the second module plate (2) in a sleeved manner, limiting plates (7) are arranged on the two ends of the two fixing shafts (5) in a sleeved manner, and limiting blocks (, the two-way buffer module is characterized in that a concave frame (9) is embedded between the upper surfaces of the limiting blocks (8) in a sliding mode, an accommodating cavity (10) is formed in the lower surface of the inner portion of the first module plate (1), and a buffer layer (11) is arranged in the accommodating cavity (10).

2. The steel structure shear wall module with the L-shaped special-shaped column structure according to claim 1, characterized in that: an L-shaped cavity is formed between the first module board (1) and the second module board (2).

3. The steel structure shear wall module with the L-shaped special-shaped column structure according to claim 1, characterized in that: the lower side of the second module plate (2) is sleeved and slidably mounted on the outer surface of the screw rod (4), the front surface of the lower side of the second module plate (2) is provided with a through groove (21) matched with the screw rod (4), and the outer surfaces of the two ends of the screw rod (4) are sleeved and provided with nuts (41) matched with the screw rod.

4. The steel structure shear wall module with the L-shaped special-shaped column structure according to claim 1, characterized in that: the spring (6) is a stainless steel component and the spring (6) is in compression.

5. The steel structure shear wall module with the L-shaped special-shaped column structure according to claim 1, characterized in that: two recess (81) with concave frame (9) both ends assorted are all seted up to the upper surface of stopper (8), bolt hole (91) have all been seted up to the both ends side of concave frame (9), and pass through bolt (82) fixed connection between concave frame (9) and stopper (8).

6. The steel structure shear wall module with the L-shaped special-shaped column structure according to claim 1, characterized in that: the buffer layer (11) comprises a first alloy steel plate (111), a rubber plate (112) is fixedly adhered to the lower surface of the first alloy steel plate (111), and a second alloy steel plate (113) is fixedly adhered to the lower surface of the rubber plate (112).