CN212802104U - Novel assembled strength wall - Google Patents
Novel assembled strength wall Download PDFInfo
- Publication number
- CN212802104U CN212802104U CN202021791735.8U CN202021791735U CN212802104U CN 212802104 U CN212802104 U CN 212802104U CN 202021791735 U CN202021791735 U CN 202021791735U CN 212802104 U CN212802104 U CN 212802104U
- Authority
- CN
- China
- Prior art keywords
- steel
- concrete
- plate
- wall
- clamping
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Images
Landscapes
- Rod-Shaped Construction Members (AREA)
Abstract
The utility model provides a novel assembled strength nature wall, this novel assembled strength nature wall, including two steel core concrete columns, girder steel, steel sheet, fishplate, bolt, stiffening plate, reinforcing bar net and concrete. The steel pipe concrete column is a stiff wall end column, and the fishplate is arranged on the side face of the steel pipe concrete column. The steel plate is fixedly connected with the fishplate through bolts. The steel beam is welded on the steel plate. This novel assembled strength nature wall utilizes and sets up the steel sheet between the steel core concrete column and strengthens the anti side rigidity of whole wall body, and the reinforced concrete wall of steel sheet both sides parcel also can regard as the side direction support of steel sheet simultaneously for delay the side direction buckling deformation of steel sheet. Meanwhile, the arranged reinforced concrete can bear vertical load and can also strengthen the connection between the steel pipe columns to form the whole compression-resistant and shear-resistant structural member. And the fireproof and anticorrosive performances of the whole shear wall are also improved.
Description
Technical Field
The utility model relates to a building engineering technical field specifically is a novel assembled strength nature wall.
Background
The steel structure building structural member intensity is high, and the member cross-section is little, compares multiplicable usable floor area about 5 ~ 10% with concrete structure, and in addition, factory production becomes prefabricated member, and the member precision is high, and the construction is not restricted by season, and construction cycle is short, retrieves the investment fast, and traditional concrete building is big to natural resource consumption (yellow sand, stone, water), and environmental pollution is serious, and the continuous rising of labour cost for steel structure building has become the main development direction of national residential building.
At present, in the development process of steel structure buildings, various factors still exist to restrict the rapid development and application of the steel structure buildings. Firstly, the structural design technology is immature, the price is not dominant due to the high steel content of the structure, and the sense of poor condition is caused due to the unreasonable arrangement of the components; secondly, each special matching of the building is not precise, the integration degree is low, and the problems of poor quality or practicability and the like are caused in the using process. In recent years, although many students and designers have searched and researched the above problems to a certain extent, there are still few mature steel structure building products, which always have certain defects, and continuous improvement and upgrading are needed, and social influence brought by failed products hinders the development of steel structure buildings to a certain extent.
SUMMERY OF THE UTILITY MODEL
Technical problem to be solved
Aiming at the defects of the prior art, the utility model provides a novel assembled stiff wall formed by combining a steel plate and concrete in a mixed manner.
(II) technical scheme
In order to achieve the above purpose, the utility model discloses a following technical scheme realizes: a novel assembled stiffened wall comprises two steel pipe concrete columns, steel beams, steel plates, fishplates, bolts, stiffening plates, reinforcing meshes and concrete. The steel pipe concrete column is a stiff wall end column, and the fishplate is arranged on the side face of the steel pipe concrete column. The steel plate is fixedly connected with the fishplate through bolts. The steel beam is welded on the steel plate. The steel plate is provided with a hole, and the stiffening plate is arranged in the hole. The front end and the rear end of the stiffening plate respectively extend out of the steel plate from the front surface and the rear surface of the steel plate. The steel bar mesh is arranged between the two steel pipe concrete columns. The concrete is coated on the steel bar net.
Preferably, the stiffening plate may be a member made of other steel such as channel steel, angle steel, or steel plate.
Preferably, the steel plate is respectively provided with a plurality of round through holes and square holes. A plurality of occluding components are also included. A plurality of shutoff subassemblies are arranged in a plurality of circular through-holes.
Preferably, the clamping device further comprises a clamping ring II and two clamping rings I, wherein the inner side of each clamping ring II is provided with a convex block. The two clamping rings I and the two clamping rings II are sequentially arranged in the circular through hole at equal intervals. The plugging assembly comprises a first clamping and connecting plate and two second clamping and connecting plates. The first clamping connection plate and the second clamping connection plate are coaxially connected. The front face of the clamping and connecting plate I is provided with a round steel plate. And a plurality of openings are formed in the edges of the clamping plate II and the clamping plate I. The position of the opening on the first clamping plate and the position of the opening on the second clamping plate are staggered. The positions of the convex blocks on the first clamping ring and the positions of the convex blocks on the second clamping ring are staggered. The plugging assembly is detachably clamped with the clamping ring II and the clamping ring I through the opening. The heat conduction assembly is corresponding to the round through hole and the square hole.
Preferably, the heat conduction assembly comprises a water inlet, a water outlet, a conduction pipe, a plurality of annular metal pipes and a square metal pipe. The conduction pipe is arranged on the steel plate, and the annular metal pipes and the square metal pipes are communicated with the conduction pipe through pipelines. The annular metal pipe and the square metal pipe correspond to the round through hole and the square hole respectively. One end of the water inlet and one end of the water outlet are respectively arranged on the highest point and the lowest point of the conduction pipe. The other ends of the water inlet and the water outlet respectively penetrate through the reinforcing mesh and the concrete and extend out of the concrete. The front surfaces of the annular metal pipe and the square metal pipe are provided with a plurality of metal joints. And one end of the metal joint, which is far away from the annular metal pipe, extends to a position between the reinforcing mesh and the concrete.
Preferably, the concrete is coated with a temperature-sensitive color-changing coating.
Preferably, the pipeline position where the plurality of square metal pipes and the annular metal pipe are communicated with the steel plate is located at the lowest point of the square metal pipes and the annular metal pipe.
(III) advantageous effects
The utility model provides a novel assembled strength nature wall. The method has the following beneficial effects:
1. this novel assembled strength nature wall utilizes and sets up the steel sheet between the steel core concrete column and strengthens the anti side rigidity of whole wall body, and the reinforced concrete wall of steel sheet both sides parcel also can regard as the side direction support of steel sheet simultaneously for delay the side direction buckling deformation of steel sheet. Meanwhile, the arranged reinforced concrete can bear vertical load and can also strengthen the connection between the steel pipe columns to form the whole compression-resistant and shear-resistant structural member. And the fireproof and anticorrosive performances of the whole shear wall are also improved.
Drawings
Fig. 1 is a first perspective view of the present invention;
fig. 2 is a front view of the present invention;
fig. 3 is a top cross-sectional view of the present invention;
fig. 4 is a front sectional view of the present invention;
FIG. 5 is an internal view of the present invention;
fig. 6 is a second perspective view of the present invention;
FIG. 7 is a first perspective view of a partial component of the present invention;
FIG. 8 is a second perspective view of a partial component of the present invention;
FIG. 9 is a top cross-sectional view of the wall stud base of the present invention;
FIG. 10 is a schematic view of the installation of the wall stud of the present invention;
fig. 11 is a second top cross-sectional view of the present invention.
In the figure: the steel pipe concrete column is 1, the steel beam is 2, the steel plate is 3, the fishplate is 4, the bolt is 5, the stiffening plate is 6, the reinforcing mesh is 7, the concrete is 8, the ribbed plate is 9, the floor slab is 10, the prefabricated unit is 11 on the lower section, the prefabricated unit is 12 on the upper section, the lug plate is 13, the grouting hole is 14, the through-rib hole is 15, the stiffening plate is 16, the connecting plate is 17, the thermochromic paint is 18, the water outlet is 19, the water inlet is 20, the annular metal pipe is 21, the square metal pipe is 22, the round steel plate is 23, the plugging component is 24, the conduction pipe is 25, the square hole is 26, the metal joint is 27, the heat conduction component is 28, the first clamping plate is 29, the second clamping plate is 30, the.
Detailed Description
The embodiment of the utility model provides a novel assembled strength nature wall, as shown in fig. 1-11, embodiment one: the steel pipe concrete column comprises two steel pipe concrete columns 1, steel beams 2, steel plates 3, fishplates 4, bolts 5, stiffening plates 6, reinforcing meshes 7 and concrete 8. The steel pipe concrete column 1 is a stiff wall end column, and the fishplate 4 is arranged on the side face of the steel pipe concrete column 1. The steel plate 3 is fixedly connected with the fishplate 4 through bolts 5. The steel beam 2 is welded on the steel plate 3. The steel plate 3 is provided with a hole, and the stiffening plate 6 is arranged in the hole. The front and rear ends of the stiffening plate 6 extend out of the steel plate 3 from the front and rear surfaces of the steel plate 3, respectively. A mesh reinforcement 7 is arranged between the two steel core concrete columns 1. Concrete 8 is coated on the mesh reinforcement 7.
The utility model discloses can constitute different structural systems with steel column, steel core concrete column 1, girder steel 2 and supporting floor 10.
The utility model discloses the bulk rigidity is big, can make full use of concrete wall's resistance to compression shear ability, has usable reinforced concrete slab's lateral rigidity to prevent the bucking of embedded steel sheet, and performance steel sheet shear resistance can save steel, and the cross-section that reduces vertical member in the time, must the room rate height.
The utility model discloses the thickness of matching infilled wall that can be fine accomplishes that the interior space does not reveal the wall, and the overall arrangement is more nimble, uses the travelling comfort with concrete structure.
The structure of the utility model can be used as a standard unit, can be combined into a cross section form required by a straight line shape, an L shape, a cross shape, a T shape or a Z shape and the like according to the building requirements, and can be integrally installed at the same time, thereby avoiding the vertical splicing welding seam on site, reducing the welding amount and the welding residual deformation and reducing the difficulty of site construction; according to different construction conditions, the concrete part can be prefabricated or cast in place, and the construction flexibility is improved.
The problems of processing and mounting of the steel plate shear wall are well solved, a foundation is laid for application in high-rise steel structure buildings, and the steel plate shear wall has a wide application prospect in assembly type steel structure buildings.
The stiffening plate 6 can be made of other steel components such as channel steel, angle steel, steel plate and the like.
The steel plate 3 is provided with a plurality of circular through holes and square holes 26. A plurality of occluding components 24 are also included. A plurality of plugging assemblies 24 are disposed within the plurality of circular through-holes.
And the clamping ring II 33 and the two clamping rings I32 are provided with lugs on the inner sides. The two clamping rings I32 and the two clamping rings II 33 are sequentially arranged in the circular through hole at equal intervals. The blocking assembly 24 includes a first snap tab 29 and two second snap tabs 30. The first clamping connection plate 29 and the second clamping connection plate 30 are coaxially connected. The front surface of the first clamping plate 29 is provided with a round steel plate 23. The edges of the clamping plate II 30 and the clamping plate I29 are provided with a plurality of openings 31. The position of the opening 31 on the first clamping plate 29 is staggered with the position of the opening 31 on the second clamping plate 30. The positions of the bumps on the first snap ring 32 and the bumps on the second snap ring 33 are staggered. The plugging component 24 is detachably clamped with the second clamping ring 33 and the first clamping ring 32 through the opening 31. A thermally conductive assembly 28 is also included corresponding to the circular through-holes and square holes 26.
When a person needs to plug the circular through hole on the steel plate 3, the plugging component 24 conforming to the size of the circular through hole can be plugged in, the clamping plate two 30 on the outermost side of the plugging component 24 respectively passes through the clamping ring one 32 on the outermost side and the clamping ring one 32 in the center of the circular through hole and corresponds to the inner side of the clamping ring two 33, at this time, the clamping plate two 30 in the center of the plugging component 24 is arranged between the clamping ring one 32 on the outermost side and the clamping ring one 32 in the center of the circular through hole, because the position of the convex block on the clamping ring two 33 is different from that of the clamping ring one 32, the clamping plate two 30 on the outermost side of the plugging component 24 has to rotate to adjust the position, finally, the clamping plate two 30 on the outermost side is buckled with the clamping ring two 33, and the clamping plate two 30 in the center of the plugging component 24 is staggered from the positions of the convex blocks on the clamping ring one 32 on the outermost side and the clamping, thereby playing a role of plugging the circular through hole.
Two 33 and two joint rings of joint ring of lug and the cooperation of shutoff subassembly 24 are equipped with through the inboard that sets up, utilize the tenon fourth of the twelve earthly branches structure of china, traditional bolt fastening has been abandoned, because, bolt fastening is although firm enough and simple, but the volume of bolt is less, make insection on it receive the corruption of time or other external reasons easily, and the screw thread receives the damage, must influence its fixed effect so, in case receive vibrations or rock itself, will cause to drop or can't play the fixed bolster effect.
The heat conducting assembly 28 includes a water inlet 20, a water outlet 19, a conduction pipe 25, a plurality of annular metal pipes 21, and a square metal pipe 22. The conducting pipe 25 is provided on the steel plate 3, and the plurality of annular metal pipes 21 and the square metal pipe 22 are communicated with the conducting pipe 25 through a pipe. The ring-shaped metal tube 21 and the square metal tube 22 correspond to the circular through hole and the square hole 26, respectively. One end of the water inlet 20 and one end of the water outlet 19 are respectively arranged on the highest point and the lowest point of the conduction pipe 25. The other ends of the water inlet 20 and the water outlet 19 respectively penetrate through the reinforcing mesh 7 and the concrete 8 and extend out of the concrete 8. The front faces of the ring-shaped metal pipe 21 and the square metal pipe 22 are each provided with a plurality of metal fittings 27. The end of the metal joint 27 remote from the annular metal tube 21 extends between the mesh reinforcement 7 and the concrete 8.
The concrete 8 is coated with a temperature sensitive color changing coating 18.
Through the cooperation of the water inlet 20, the delivery port 19, the conduction pipe 25, the temperature-sensitive allochroic paint 18, a plurality of annular metal pipes 21 and the square metal pipe 22 that set up, compare in traditional mode of holing, have to confirm the position of punching under the function that does not influence the shear force wall, still break reinforced concrete and originally complete steel sheet 3 with punching devices such as electric saws after that, extravagant personnel's operating time greatly.
The utility model discloses can be after obtaining the permission of relevant department, will the utility model discloses a shear force wall sets up several openings in advance, after the shear force wall is established completely, need not be like traditional mode of holing when personnel need holing, has to break open steel sheet 3 and reinforced concrete both completely with devices such as electric saws, only need with the reinforced concrete that the opening corresponds break open can, simultaneously the utility model discloses can utilize hot water to pour into from water inlet 20, and then make all begin the heat conduction in annular metal pipe 21 and the square metal pipe 22, and utilize on the concrete 8 scribble the operation that temperature sensing allochroic coating 18 for can present the shape vestige of different colours on the relevant position of its wall, make things convenient for personnel to find the position that can punch fast, further make things convenient for personnel's use.
The pipe positions where the plurality of square metal pipes 22 and the ring metal pipe 21 communicate with the steel plate 3 are located at the lowest points of the square metal pipes 22 and the ring metal pipe 21.
As shown in fig. 9, a reinforcing rib 34 for reinforcement is further provided therein.
In conclusion, according to the novel fabricated stiffened wall, the steel plate 3 is arranged between the steel pipe concrete columns 1 to reinforce the lateral stiffness of the whole wall, and meanwhile, the reinforced concrete wall wrapped on two sides of the steel plate 3 can also be used as a lateral support of the steel plate 3 to delay the lateral buckling deformation of the steel plate 3. Meanwhile, the arranged reinforced concrete can bear vertical load and can also strengthen the connection between the steel pipe columns to form the whole compression-resistant and shear-resistant structural member. And the fireproof and anticorrosive performances of the whole shear wall are also improved.
Claims (7)
1. The utility model provides a novel assembled strength nature wall which characterized in that: the concrete filled steel tube column comprises two concrete filled steel tube columns (1), a steel beam (2), steel plates (3), a fishplate (4), bolts (5), a stiffening plate (6), a reinforcing mesh (7) and concrete (8), wherein the concrete filled steel tube column (1) is a stiffening wall end column, the fishplate (4) is arranged on the side face of the concrete filled steel tube column (1), the steel plates (3) are fixedly connected with the fishplate (4) through the bolts (5), the steel beams (2) are welded on the steel plates (3), holes are formed in the steel plates (3), the stiffening plate (6) is arranged in the holes, the front end and the rear end of the stiffening plate (6) respectively extend out of the steel plates (3) from the front face and the rear face of the steel plates (3), the reinforcing mesh (7) is arranged between the two concrete filled steel tube columns (1), and the concrete (8) is coated on the reinforcing mesh (7).
2. A new fabricated stiff wall as claimed in claim 1, characterized in that: the stiffening plate (6) can adopt channel steel, angle steel and steel plate components.
3. A new fabricated stiff wall as claimed in claim 1, characterized in that: a plurality of circular through holes and square holes (26) are respectively formed in the steel plate (3), the steel plate further comprises a plurality of plugging components (24), and the plugging components (24) are arranged in the circular through holes.
4. A new fabricated stiff wall as claimed in claim 3, characterized in that: the sealing device is characterized by further comprising a clamping ring II (33) and two clamping ring I (32) with bumps arranged on the inner side, wherein the two clamping ring I (32) and the clamping ring II (33) are sequentially arranged in the circular through hole at equal intervals, the sealing component (24) comprises a clamping plate I (29) and two clamping plate II (30), the clamping plate I (29) and the two clamping plate II (30) are connected with the same axle center, the front side of the clamping plate I (29) is provided with a circular steel plate (23), the edges of the clamping plate II (30) and the clamping plate I (29) are provided with a plurality of openings (31), the positions of the openings (31) on the clamping plate I (29) and the positions of the openings (31) on the clamping plate II (30) are mutually staggered, the bumps on the clamping ring I (32) and the bumps on the clamping ring II (33) are mutually staggered, and the sealing component (24) is clamped with the clamping ring II (33) and the clamping ring I (32) through the openings (31), also included is a thermally conductive assembly (28) corresponding to the circular through hole and the square hole (26).
5. A new kind of assembled stiffness wall of claim 4, characterized by: the heat conducting assembly (28) comprises a water inlet (20), a water outlet (19), a conducting pipe (25), a plurality of annular metal pipes (21) and a square metal pipe (22), the conducting pipe (25) is arranged on the steel plate (3), the plurality of annular metal pipes (21) and the square metal pipe (22) are communicated with the conducting pipe (25) through pipelines, the annular metal pipes (21) and the square metal pipe (22) correspond to the round through holes and the square holes (26) respectively, one ends of the water inlet (20) and the water outlet (19) are arranged at the highest point and the lowest point of the conducting pipe (25) respectively, the other ends of the water inlet (20) and the water outlet (19) penetrate through the reinforcing mesh (7) and the concrete (8) respectively and extend out of the concrete (8), a plurality of metal joints (27) are arranged on the front faces of the annular metal pipes (21) and the square metal pipe (22), the end of the metal joint (27) far away from the annular metal pipe (21) extends to the position between the reinforcing mesh (7) and the concrete (8).
6. A new fabricated stiff wall as claimed in claim 1, characterized in that: the concrete (8) is coated with a temperature-sensitive allochroic paint (18).
7. A new kind of assembled stiffness wall of claim 5, characterized by: the pipeline positions of the square metal pipes (22) and the annular metal pipes (21) which are communicated with the steel plate (3) are positioned at the lowest points of the square metal pipes (22) and the annular metal pipes (21).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021791735.8U CN212802104U (en) | 2020-08-25 | 2020-08-25 | Novel assembled strength wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021791735.8U CN212802104U (en) | 2020-08-25 | 2020-08-25 | Novel assembled strength wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212802104U true CN212802104U (en) | 2021-03-26 |
Family
ID=75085252
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202021791735.8U Active CN212802104U (en) | 2020-08-25 | 2020-08-25 | Novel assembled strength wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212802104U (en) |
-
2020
- 2020-08-25 CN CN202021791735.8U patent/CN212802104U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN111636561B (en) | Plug-in type modular steel structure connecting node with reset function | |
| CN205502577U (en) | A thimble assembly for buried sleeve one shot forming construction in piping shaft | |
| CN208965708U (en) | Steel structure system and house | |
| CN103498509A (en) | Steel structure combined column system and connecting method thereof | |
| CN109797651B (en) | Flat combined box girder with corrugated steel plate inner mold | |
| WO2016004887A1 (en) | Lightweight steel structure residential framework system | |
| CN108301531A (en) | Assembled built-in heat insulation layer concrete composite wall-light steel frame-floor connecting node | |
| CN102383498A (en) | Equal-strength connection nodes of high-strength bolts for box-shaped steel tube frame columns and method for making same | |
| CN208168032U (en) | Assembled built-in heat insulation layer concrete composite wall-light steel frame-floor connecting node | |
| CN208105502U (en) | Assembled built-in heat insulation layer concrete composite wall-light steel frame connecting node | |
| CN212802104U (en) | Novel assembled strength wall | |
| CN212452779U (en) | Circular prefabricated inspection shaft assembles template fast | |
| CN111851789A (en) | Novel assembled stiffened wall and construction process | |
| CN208440996U (en) | A kind of novel inlet pipe | |
| CN206815555U (en) | Wall element, wall assemblies and walling system | |
| CN102888929A (en) | Shearing force prefabricated component for assembled-type hollow grid plate floor system structure | |
| CN102888934A (en) | Shearing force prefabricated component for assembled-type hollow grid plate floor system structure | |
| CN110820951A (en) | Fast-assembling type post-grouting building and construction method thereof | |
| CN102888935A (en) | Shearing force prefabricated component for assembled-type hollow grid plate floor system structure | |
| CN206815601U (en) | Wall element, wall assemblies and walling system | |
| CN110805137A (en) | Adopt unilateral bolted connection's assembled steel pipe connection structure | |
| CN106869403B (en) | Multilayer prefabricated square steel pipe concrete connecting beam | |
| CN201245926Y (en) | I-shaped beam fastener | |
| CN216892820U (en) | Assembled steel construction beam column connected node | |
| CN102936932A (en) | Combined wall with angle steel keel combined with light concrete |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address |
Address after: Room n207-11, industrial design base (complex building), 151 qutun Road, lingzhi street, Yuecheng District, Shaoxing City, Zhejiang Province, 312000 Patentee after: Zhejiang Lizhi Construction Technology Co.,Ltd. Address before: 312000 room 1301-h, Guomao building, Yuecheng District, Shaoxing City, Zhejiang Province Patentee before: Zhejiang Liwei Steel Structure Technology Co.,Ltd. |
|
| CP03 | Change of name, title or address |