CN211949029U - Steel structure shear wall module with T-shaped special-shaped column structure - Google Patents
Steel structure shear wall module with T-shaped special-shaped column structure Download PDFInfo
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- CN211949029U CN211949029U CN202020302250.1U CN202020302250U CN211949029U CN 211949029 U CN211949029 U CN 211949029U CN 202020302250 U CN202020302250 U CN 202020302250U CN 211949029 U CN211949029 U CN 211949029U
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Abstract
The utility model discloses a take steel construction shear force wall module of T type dysmorphism post structure, including first wall body and second wall body, the left side of first wall body and second wall body all is provided with the joint sand grip, the joint groove with joint sand grip looks adaptation is all seted up on the right side of first wall body and second wall body, the utility model relates to a shear force wall technical field. This take steel construction shear force wall module of T type dysmorphism post structure, joint sand grip and the cooperation on first wall body and second wall body surface utilize, can make and peg graft each other between two adjacent wall bodies, and can bear certain shear stress, three picture peg cooperation screw thread pull rod constitution three T type dysmorphism post structure has vertically been increased simultaneously, can further connect the shear force wall of both sides, not only multiplicable shear stress ability, still more firm fixing on ground, and the square pin that runs through the setting around and, more can be in the same place first wall body and second wall body transverse fixation, provide stronger tensile strength.
Description
Technical Field
The utility model relates to a shear force wall technical field specifically is a take steel construction shear force wall module of T type dysmorphism post structure.
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. It is divided into a plane shear wall and a cylinder shear wall. The plane shear wall is used in reinforced concrete frame structure, plate lifting structure and flat slab system. In order to increase the rigidity, strength and collapse resistance of the structure, the reinforced concrete shear wall can be cast in situ or prefabricated in some parts. The cast-in-place shear wall, the peripheral beams and the columns are simultaneously poured, and the integrity is good. The cylinder shear wall is used in high-rise buildings, high-rise structures and suspension structures and is formed by enclosing of partition walls of elevator rooms, staircases, equipment and auxiliary rooms, the cylinder wall is a cast-in-place reinforced concrete wall body, and the rigidity and the strength of the cylinder shear wall are higher than those of a plane shear wall in bearing of larger horizontal load.
The existing shear wall is generally formed by integrally pouring reinforced concrete, the construction process is complex, the efficiency is low, the shear stress strength of the existing shear wall is basically realized by depending on the strength of the concrete, the concrete wall is easy to crack in a large area under the condition of large stress, the concrete wall is inconvenient to repair, and the subsequent use is seriously influenced.
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 T type dysmorphism post structure has solved current shear force wall and has generally been that reinforced concrete monolithic pouring builds and form, and the work progress is complicated, and efficiency is lower, and the shear stress intensity of current shear force wall relies on the intensity of concrete to realize basically, under the great condition of atress, the condition of large tracts of land fracture appears in the concrete wall very easily, and the prosthetic problem of being not convenient for.
In order to achieve the above purpose, the utility model discloses a following technical scheme realizes: the utility model provides a take steel construction shear force wall module of T type dysmorphism post structure, includes first wall body and second wall body, the left side of first wall body and second wall body all is provided with the joint sand grip, the joint groove with joint sand grip looks adaptation is all seted up on the right side of first wall body and second wall body, be provided with the screw thread pull rod between first wall body and the second wall body, the surperficial threaded connection of screw thread pull rod has the thread bush, the equal fixedly connected with picture peg in the left and right sides of thread bush, all run through between picture peg, first wall body and the second wall body and have the square pin.
Preferably, three groups of threaded sleeves and the inserting plate are arranged at equal intervals in the longitudinal direction, and square holes matched with the square pins are formed in the inserting plate and the front side and the rear side of the first wall body and the second wall body.
Preferably, the left side and the right side of the first wall body and the second wall body are both provided with notches matched with the threaded sleeves.
Preferably, the clamping grooves comprise longitudinal grooves and transverse grooves, and two groups of the transverse grooves are distributed up and down.
Preferably, the bottom end of the threaded pull rod exceeds the bottoms of the first wall body and the second wall body, and the diameter of the threaded pull rod is smaller than the width of the longitudinal groove.
Preferably, the joint sand grip includes riser and diaphragm, the riser sets up in the left top of first wall body and second wall body, the diaphragm sets up in both sides around first wall body and the left of second wall body, and the interval of both sides diaphragm is greater than the diameter of screw rod around and.
Preferably, the first wall body and the second wall body both comprise steel structure frames, the supporting frames are fixedly connected inside the steel structure frames, and concrete is filled inside the steel structure frames.
Advantageous effects
The utility model provides a take steel construction shear force wall module of T type dysmorphism post structure. Compared with the prior art, the method has the following beneficial effects:
(1) the steel structure shear wall module with the T-shaped special-shaped column structure is characterized in that clamping convex strips are arranged on the left sides of a first wall body and a second wall body, clamping grooves matched with the clamping convex strips are formed in the right sides of the first wall body and the second wall body, a threaded pull rod is arranged between the first wall body and the second wall body, a threaded sleeve is connected to the surface of the threaded pull rod in a threaded manner, plug boards are fixedly connected to the left side and the right side of the threaded sleeve, square pins penetrate through the plug boards and the first wall body and the second wall body, the two adjacent wall bodies can be mutually spliced and can bear certain shear stress by utilizing the clamping convex strips and the matching of the surfaces of the first wall body and the second wall body, and meanwhile, three plug boards are longitudinally added to be matched with the threaded pull rod to form three T-shaped special-shaped column structures, the shear walls on the two sides can be further connected, the shear stress resistance can be improved, and, and the square pin that runs through the setting around and, more can transversely fix first wall body and second wall body together, provide stronger tensile properties, overall structure simple to operate, mechanical properties is stronger.
(2) This take steel construction shear force wall module of T type dysmorphism post structure, through making first wall body and second wall body all include the steel construction frame, and the inside fixedly connected with support frame of steel construction frame, the inside packing of steel construction frame has the concrete, the connection structure of this shear force wall all sets up on the steel construction frame, it is simple and convenient to make its processing, and set up the support frame in inside and can improve supporting strength, prevent to warp, after refilling the concrete, can possess the intensity of normal wall body, it is comparatively convenient to assemble and build, engineering efficiency is high, and shear stress is born by the steel construction, can not cause the wall large tracts of land fracture damage, also be convenient for restore.
Drawings
Fig. 1 is an exploded view of a first wall and a second wall of the present invention;
fig. 2 is an assembly schematic view of the first wall and the second wall of the present invention;
FIG. 3 is an enlarged view of a portion of FIG. 1;
fig. 4 is a partially enlarged view of the point B in fig. 1 according to the present invention.
In the figure: 1-a first wall body, 2-a second wall body, 21-a steel structure frame, 22-a support frame, 23-concrete, 3-clamping convex strips, 31-vertical plates, 32-transverse plates, 4-clamping grooves, 41-longitudinal grooves, 42-transverse grooves, 5-threaded pull rods, 6-threaded sleeves, 7-inserting plates, 8-square pins, 9-square holes and 10-notches.
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. 1-4, the present invention provides a technical solution: a steel structure shear wall module with a T-shaped special-shaped column structure comprises a first wall body 1 and a second wall body 2, notches 10 matched with threaded sleeves 6 are formed in the left side and the right side of the first wall body 1 and the second wall body 2 respectively, the first wall body 1 and the second wall body 2 respectively comprise a steel structure frame 21, bolt mounting holes are formed in the bottom of the steel structure frame 21 and used for fixing the steel structure frame on the ground, a support frame 22 is fixedly connected to the inside of the steel structure frame 21, concrete 23 is filled in the steel structure frame 21, a connecting structure of the shear wall is arranged on the steel structure frame 21, machining is simple and convenient, the support frame 22 is arranged in the steel structure frame 21 to improve support strength and prevent deformation, after the concrete 23 is filled in, the shear wall module has the strength of a normal wall body, assembly and construction are convenient, engineering efficiency is high, shear stress is borne by a steel structure, and large-area cracking and, and is also convenient for repair, the left sides of the first wall body 1 and the second wall body 2 are both provided with clamping convex strips 3, each clamping convex strip 3 comprises a vertical plate 31 and a transverse plate 32, the vertical plates 31 are arranged on the top parts of the left sides of the first wall body 1 and the second wall body 2, the transverse plates 2 are arranged on the front side and the rear side of the left sides of the first wall body 1 and the second wall body 2, the distance between the transverse plates 32 on the front side and the rear side is larger than the diameter of the threaded pull rod 5, the right sides of the first wall body 1 and the second wall body 2 are both provided with clamping grooves 4 matched with the clamping convex strips 3, each clamping groove 4 comprises a longitudinal groove 41 and a transverse groove 42, two groups of transverse grooves 42 are distributed up and down, the threaded pull rod 5 is arranged between the first wall body 1 and the second wall body 2, the bottom end of the threaded pull rod 5 exceeds the bottom parts of the first wall body 1 and, three groups of screw thread sleeves 6 and insert plates 7 are longitudinally arranged at equal intervals, square holes 9 matched with the square pins 8 are formed in the insert plates 7 and the front and back sides of the first wall body 1 and the second wall body 2, the insert plates 7 are fixedly connected with the left and right sides of the screw thread sleeves 6, the square pins 8 penetrate through the insert plates 7 and the first wall body 1 and the second wall body 2, the clamping convex strips 3 on the surfaces of the first wall body 1 and the second wall body 2 are matched with each other, so that the two adjacent wall bodies can be mutually inserted and connected, a certain shearing stress can be borne, three insert plates 7 are longitudinally added to form three T-shaped special-shaped column structures by matching with screw thread pull rods 5, the shear walls on the two sides can be further connected, the shearing stress capacity can be increased, the insert plates can be more firmly fixed on the ground, the square pins 8 which are arranged in a penetrating manner from front to back, and the first wall body 1 and the second wall body, the tensile property is stronger, the whole structure is simple to install, and the mechanical property is stronger.
And those not described in detail in this specification are well within the skill of those in the art.
When the fixing device is used, a first wall body 1 is fixed on the ground through bolts, then three insertion plates 7 are inserted into a position of a right side gap 10 of the first wall body 1, then threaded pull rods 5 sequentially penetrate through three threaded sleeves 6 until the insertion plates are driven into underground screw holes, at the moment, a second wall body 2 is pushed from the right side, clamping convex strips 3 on the second wall body are inserted into clamping grooves 4 of the first wall body 1, then the second wall body 2 is fixed on the ground through the bolts, then six square pins 8 are used for being knocked into square holes 9 in the first wall body 1, the second wall body 2 and the insertion plates 7 and fixed together, finally, the front side and the rear side of the first wall body 1 and the rear side of the second wall body 2 are sealed through templates, concrete is poured into the first wall body 1 and the second wall body 2, and solidification is wai.
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 (7)
1. The utility model provides a take steel construction shear force wall module of T type dysmorphism post structure, includes first wall body (1) and second wall body (2), its characterized in that: the left side of first wall body (1) and second wall body (2) all is provided with joint sand grip (3), joint groove (4) with joint sand grip (3) looks adaptation are all seted up on the right side of first wall body (1) and second wall body (2), be provided with screw thread pull rod (5) between first wall body (1) and the second wall body (2), the surperficial threaded connection of screw thread pull rod (5) has thread bush (6), the equal fixedly connected with picture peg (7) in the left and right sides of thread bush (6), all run through between picture peg (7), first wall body (1) and second wall body (2) has square pin (8).
2. The steel structure shear wall module with the T-shaped special-shaped column structure according to claim 1, characterized in that: three groups of thread bush (6) and picture peg (7) vertical equidistance have been arranged, and the inside of picture peg (7) and first wall body (1) and second wall body (2) around both sides all seted up square hole (9) with square round pin (8) looks adaptation.
3. The steel structure shear wall module with the T-shaped special-shaped column structure according to claim 1, characterized in that: the left and right sides of the first wall body (1) and the second wall body (2) are provided with notches (10) matched with the threaded sleeves (6).
4. The steel structure shear wall module with the T-shaped special-shaped column structure according to claim 1, characterized in that: the clamping grooves (4) comprise longitudinal grooves (41) and transverse grooves (42), and two groups of transverse grooves (42) are distributed up and down.
5. The steel structure shear wall module with the T-shaped special-shaped column structure according to claim 1, characterized in that: the bottom end of the threaded pull rod (5) exceeds the bottoms of the first wall body (1) and the second wall body (2), and the diameter of the threaded pull rod (5) is smaller than the width of the longitudinal groove (41).
6. The steel structure shear wall module with the T-shaped special-shaped column structure according to claim 1, characterized in that: joint sand grip (3) include riser (31) and diaphragm (32), riser (31) set up in first wall body (1) and the left top of second wall body (2), diaphragm (32) set up in first wall body (1) and the left front and back both sides of second wall body (2), and the interval of both sides diaphragm (32) is greater than the diameter of screw thread pull rod (5) around and.
7. The steel structure shear wall module with the T-shaped special-shaped column structure according to claim 1, characterized in that: the first wall body (1) and the second wall body (2) both comprise steel structure frames (21), supporting frames (22) are fixedly connected to the inner portions of the steel structure frames (21), and concrete (23) is filled in the steel structure frames (21).
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| Application Number | Priority Date | Filing Date | Title |
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| CN202020302250.1U CN211949029U (en) | 2020-03-12 | 2020-03-12 | Steel structure shear wall module with T-shaped special-shaped column structure |
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| CN202020302250.1U CN211949029U (en) | 2020-03-12 | 2020-03-12 | Steel structure shear wall module with T-shaped special-shaped column structure |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114086663A (en) * | 2021-11-26 | 2022-02-25 | 李海峰 | Novel assemble integral reinforced concrete frame structure |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114086663A (en) * | 2021-11-26 | 2022-02-25 | 李海峰 | Novel assemble integral reinforced concrete frame structure |
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