CN213062527U - Prefabricated section steel concrete shear wall structure - Google Patents
Prefabricated section steel concrete shear wall structure Download PDFInfo
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- CN213062527U CN213062527U CN202021793171.1U CN202021793171U CN213062527U CN 213062527 U CN213062527 U CN 213062527U CN 202021793171 U CN202021793171 U CN 202021793171U CN 213062527 U CN213062527 U CN 213062527U
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- 239000004567 concrete Substances 0.000 title claims abstract description 22
- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 18
- 239000010959 steel Substances 0.000 title claims abstract description 18
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 70
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 11
- 239000011150 reinforced concrete Substances 0.000 claims description 7
- 238000000034 method Methods 0.000 description 8
- 230000035939 shock Effects 0.000 description 7
- 238000010276 construction Methods 0.000 description 3
- 230000006872 improvement Effects 0.000 description 3
- 230000032683 aging Effects 0.000 description 2
- 238000005336 cracking Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 230000009467 reduction Effects 0.000 description 2
- 208000032827 Ring chromosome 9 syndrome Diseases 0.000 description 1
- 230000009471 action Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 238000010030 laminating Methods 0.000 description 1
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Abstract
The utility model discloses a prefabricated shaped steel concrete shear wall structure, including wall body, bottom plate, reinforcing plate and fagging, the reinforcing bar is connected through the mode of inlaying in the inside of wall body, the reinforcing plate is connected through the mode that cup joints in the outside of reinforcing bar, the reinforcing plate is connected through the mode of inlaying in the inside of wall body. This prefabricated shaped steel concrete shear wall structure, add the reinforcing plate through the reinforcing bar outside at the wall body inside, and be equipped with the fagging in the inside of wall body, better solution traditional shear force wall problem that the intensity descends appears along with the live time constantly increases easily, pour inside that completion back reinforcing plate and fagging will solidify at the wall body, thereby and the reinforcing bar between combine each other, with this purpose that improves wall body internal strength, the stability ability of shear force wall when using has been improved greatly, the condition that the intensity descends can not appear even receiving comparatively serious striking or vibration, overall structure is compact, intensity and stability all have the promotion that is showing.
Description
Technical Field
The utility model relates to a shear force wall technical field specifically is a prefabricated shaped steel concrete shear wall structure.
Background
Shear walls, also known as wind-resistant walls, earthquake-resistant walls or structural walls, are walls which mainly bear horizontal loads and vertical loads caused by wind loads or earthquake action in houses or structures and prevent structural shear failure, and are also known as earthquake-resistant walls and are generally made of reinforced concrete.
Most of the prefabricated reinforced concrete shear walls on the current market are in the concrete that pours inside add the reinforcing bar with this to improve its shock resistance, and along with the continuous increase of live time, when the wall body is ageing or receives comparatively serious striking, the condition that wall body intensity descends will appear, its inside intensity is not strong, there is certain limitation during the application, most shear walls are in the in-process of coming into service simultaneously, its top and bottom all receive the comparatively serious position of shaking force easily, the condition of fracture and unstability appears very easily, comparatively trouble when using.
SUMMERY OF THE UTILITY MODEL
Technical problem to be solved
The utility model provides a not enough to prior art, the utility model provides a prefabricated shaped steel concrete shear wall structure, it all improves its shock resistance with this at the inside reinforcing bar that adds of concrete of pouring to have solved the prefabricated shaped steel concrete shear wall on the current market most of structures, and along with the continuous increase of live time, when the wall body is ageing or when receiving comparatively serious striking, the condition that wall strength descends will appear, its inside intensity is not strong, there is certain limitation during the application, the shear wall of majority is at the in-process that drops into use simultaneously, its top and bottom all receive the comparatively serious position of shaking force easily, the condition of splitting and unstability appears very easily, comparatively troublesome problem during the application.
(II) technical scheme
In order to achieve the above purpose, the utility model discloses a following technical scheme realizes: the utility model provides a prefabricated shaped steel concrete shear wall structure, includes wall body, bottom plate, reinforcing plate and fagging, the reinforcing bar is connected through the mode of inlaying in the inside of wall body, the reinforcing plate is connected through the mode that cup joints in the outside of reinforcing bar, the reinforcing plate is connected through the mode of inlaying in the inside of wall body, be equipped with the fagging between the reinforcing plate, the top of wall body is equipped with the roof, the bottom of wall body is equipped with the bottom plate.
Preferably, the side of bottom plate and roof all is equipped with the connecting block, the outside fixed connection pulling force board of connecting block, the pulling force board is connected in the inside of wall body through the mode of inlaying, roof and bottom plate are the symmetric distribution form.
Preferably, the bottom on wall body right side is equipped with the locating piece, the constant head tank is seted up at the top on wall body right side, the locating piece is inlayed in the inside of constant head tank.
Preferably, the jack is seted up to the inside of reinforcing plate, the reinforcing bar is put into to the inside of jack, the notch is seted up at the top of reinforcing plate, the inside gomphosis lantern ring of notch, the lantern ring is connected in the outside of reinforcing bar through the mode of cup jointing.
Preferably, the reinforcing plates are evenly distributed, the supporting plates are placed outside the reinforcing steel bars, and two ends of each supporting plate are attached to the side faces of the reinforcing plates.
(III) advantageous effects
The utility model provides a prefabricated shaped steel concrete shear wall structure. The method has the following beneficial effects:
(1) the prefabricated section steel concrete shear wall structure is characterized in that a reinforcing plate is additionally arranged outside reinforcing steel bars inside a wall body, and the supporting plates are arranged in the wall body, so that the problem that the strength of the traditional shear wall is easy to reduce along with the continuous increase of the service time is better solved, because the reinforcing plates are sleeved outside the reinforcing steel bars in advance before the concrete is poured, and the supporting plates are adopted between each reinforcing plate for supporting, after the pouring is finished, the reinforcing plates and the supporting plates are solidified in the wall body so as to be combined with the reinforcing steel bars, thereby improving the internal strength of the wall body, greatly improving the stability of the shear wall when in application, avoiding the condition of strength reduction even if being seriously impacted or vibrated, the whole structure is compact, the functionality is strong, and the strength and the stability are obviously improved;
(2) this prefabricated shaped steel concrete shear wall structure, bottom plate and roof are all add through top and bottom at the wall body, only need place bottom plate and roof before concreting, then when carrying out pouring of wall body, just can combine bottom plate and roof and wall body together, thereby intensity and the shock resistance of its top of in-process pertinence improvement and bottom at the shear force wall application, the better condition of having avoided shear force wall top and the easy fracture of bottom, stability when having increased substantially the use, the practicality is stronger.
Drawings
Fig. 1 is a schematic overall structure diagram of the present invention;
fig. 2 is a schematic diagram of the structure of the supporting plate of the present invention;
FIG. 3 is a schematic view of the bottom plate structure of the present invention;
fig. 4 is a cross-sectional view of the wall body of the present invention;
FIG. 5 is a schematic view of the inner structure of the reinforcing plate of the present invention;
fig. 6 is a schematic view of the positioning block and the positioning groove of the present invention.
In the figure, a wall body-1, a bottom plate-2, a top plate-3, a connecting block-4, a tension plate-5, reinforcing steel bars-6, a reinforcing plate-7, a jack-8, a lantern ring-9, a notch-10, a positioning block-11, a positioning groove-12 and a supporting plate-13.
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. 1-6, an embodiment of the present invention provides a technical solution: the utility model provides a prefabricated shaped steel concrete shear wall structure, includes wall body 1, bottom plate 2, reinforcing plate 7 and fagging 13, reinforcing bar 6 is connected through the mode of inlaying in the inside of wall body 1, reinforcing plate 7 is connected through the mode that cup joints in the outside of reinforcing bar 6, reinforcing plate 7 is connected through the mode of inlaying in the inside of wall body 1, be equipped with fagging 13 between the reinforcing plate 7, the top of wall body 1 is equipped with roof 3, the bottom of wall body 1 is equipped with bottom plate 2.
The side of bottom plate 2 and roof 3 all is equipped with connecting block 4, the outside fixed connection pulling force board 5 of connecting block 4, pulling force board 5 is connected in the inside of wall body 1 through the mode of inlaying, roof 3 and bottom plate 2 are the symmetric distribution form, connect through adopting pulling force board 5 between bottom plate 2, roof 3 and wall body 1, better improvement the intensity when roof 3 and bottom plate 2 use, stability is stronger.
The bottom on wall body 1 right side is equipped with locating piece 11, constant head tank 12 is seted up at the top on wall body 1 right side, locating piece 11 is inlayed in the inside of constant head tank 12, through being equipped with constant head tank 12 and locating piece 11 in the outside of wall body 1, the staff of being convenient for pinpoints when wall body 1 is under construction, and the functionality is stronger.
Jack 8 is seted up to the inside of reinforcing plate 7, reinforcing bar 6 is put into to the inside of jack 8, notch 10 is seted up at the top of reinforcing plate 7, the inside gomphosis lantern ring 9 of notch 10, lantern ring 9 connects in the outside of reinforcing bar 6 through the mode of cup jointing, cup joints reinforcing plate 7 through the outside at reinforcing bar 6, can improve holistic intensity from the inside of wall body 1, and intensity when using is higher.
Be the evenly distributed form between the reinforcing plate 7, the outside at reinforcing bar 6 is placed to fagging 13, the both ends laminating of fagging 13 is in the side of reinforcing plate 7, supports through being equipped with fagging 13 between reinforcing plate 7, can improve the intensity between the adjacent reinforcing plate 7, and the practicality is stronger.
The working principle is as follows: when the prefabricated section steel concrete shear wall structure is applied, firstly, the wall body 1 is transported to a construction site, then the wall body 1 is erected and the side surfaces of each wall body 1 are attached, because the positioning block 11 and the positioning groove 12 are respectively arranged outside the left side of the wall body 1, the positioning block 11 is aligned to the positioning groove 12 and is embedded together, then the wall bodies 1 are fixed, the construction work of the shear wall can be completed, then, the wind resistance and the shock resistance can be realized in the use process of the shear wall, meanwhile, the reinforcing plate 7 and the supporting plate 13 are additionally arranged inside the wall body 1, because the reinforcing plate 7 is sleeved outside the reinforcing steel bar 6 in advance before the concrete pouring, the supporting plate 13 is arranged between each reinforcing plate 7 for supporting by using the supporting plate, and after the concrete pouring is completed, the reinforcing plates 7 and the supporting plate 13 are solidified inside the wall body 1, thereby being combined with the reinforcing steel bars 6 to provide stronger strength in the wall body 1, greatly improving the stability of the shear wall in application, avoiding the condition of strength reduction even if being impacted or vibrated seriously, the functionality is strong, the strength and the stability are obviously improved, finally, because the bottom plate 2 and the top plate 3 are additionally arranged at the top and the bottom of the wall body 1, the bottom plate 2 and the top plate 3 are only required to be placed before the concrete is poured, then when the wall body 1 is poured, the bottom plate 2, the top plate 3 and the wall body 1 can be integrated into a whole, therefore, the strength and the shock resistance of the top and the bottom of the shear wall are improved in a targeted mode in the application process of the shear wall, the situation that the top and the bottom of the shear wall are prone to cracking is well avoided, the stability in use is greatly improved, the overall structure is simple, and the practicability is high.
The utility model discloses a wall body 1, bottom plate 2, roof 3, connecting block 4, tension plate 5, reinforcing bar 6, reinforcing plate 7, jack 8, lantern ring 9, notch 10, locating piece 11, constant head tank 12, fagging 13, the part is the parts that general standard spare or technical personnel in the field know, its structure and principle all can be known through the technical manual for this technical personnel or know through conventional experimental method, the problem that the utility model solves is that most of the prefabricated reinforced concrete shear wall on the existing market all its structure is adding the reinforcing bar in the concrete of pouring so as to improve its shock resistance, and along with the continuous increase of live time, when wall body 1 ages or receives comparatively serious striking, will appear the circumstances that wall body 1 intensity descends, its inside intensity is not strong, have certain limitation during the application, most shear wall is in the in-process of coming into use simultaneously, the top and the bottom of the shear wall are both parts which are easy to be seriously affected by vibration force, so that the cracking and the unstable conditions are easy to occur, and the problems of more troubles and the like during application are solved, through the mutual combination of the parts, the reinforcing plate 7 is additionally arranged outside the reinforcing steel bar 6 in the wall body 1, the supporting plate 13 is arranged in the wall body 1, the problem that the strength of the traditional shear wall is easy to reduce along with the continuous increase of the service time is solved, because the reinforcing plate 7 is sleeved outside the reinforcing steel bar 6 in advance before the concrete pouring is carried out, the supporting plate 13 is adopted between each reinforcing plate 7, after the pouring is finished, the reinforcing plate 7 and the supporting plate 13 are solidified in the wall body 1, so that the reinforcing plate 7 and the reinforcing steel bar 6 are mutually combined, the purpose of improving the internal strength of the wall body 1 is realized, and the stability of the shear wall during application is greatly improved, the condition that intensity descends can not appear even receiving comparatively serious striking or vibration, the functional is stronger, intensity and stability all have the promotion of showing, simultaneously through all add bottom plate 2 and roof 3 in wall body 1's top and bottom, only need place bottom plate 2 and roof 3 before concreting, then when carrying out pouring of wall body 1, just can combine together bottom plate 2 and roof 3 and wall body 1, thereby at the intensity and the shock resistance of its top of the in-process pertinence improvement of shear force wall application and bottom, the better condition of having avoided shear force wall top and the easy fracture in bottom, stability when having increased substantially the use, the practicality is stronger.
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 evident to those skilled in the art that the invention is not limited to the details of the foregoing illustrative embodiments, but that the invention may be embodied in other specific forms without departing from the spirit or essential characteristics of the invention. The present embodiments are therefore to be considered in all respects as illustrative and not restrictive, the scope of the invention being indicated by the appended claims rather than by the foregoing description, and all changes which come within the meaning and range of equivalency of the claims are therefore intended to be embraced therein. Any reference sign in a claim should not be construed as limiting the claim concerned.
Furthermore, it should be understood that although the present description refers to embodiments, not every embodiment may contain only a single embodiment, and such description is for clarity only, and those skilled in the art should integrate the description, and the embodiments may be combined as appropriate to form other embodiments understood by those skilled in the art.
Claims (5)
1. The utility model provides a prefabricated shaped steel concrete shear wall structure which characterized in that: including wall body (1), bottom plate (2), reinforcing plate (7) and fagging (13), reinforcing bar (6) are connected through the mode of inlaying to the inside of wall body (1), reinforcing plate (7) are connected through the mode that cup joints to the outside of reinforcing bar (6), reinforcing plate (7) are connected through the mode of inlaying to the inside of wall body (1), be equipped with fagging (13) between reinforcing plate (7), the top of wall body (1) is equipped with roof (3), the bottom of wall body (1) is equipped with bottom plate (2).
2. The prefabricated steel reinforced concrete shear wall structure of claim 1, wherein: the side of bottom plate (2) and roof (3) all is equipped with connecting block (4), outside fixed connection pulling force board (5) of connecting block (4), pulling force board (5) are connected in the inside of wall body (1) through the mode of inlaying, roof (3) and bottom plate (2) are the symmetric distribution form.
3. The prefabricated steel reinforced concrete shear wall structure of claim 1, wherein: the bottom on wall body (1) right side is equipped with locating piece (11), constant head tank (12) is seted up at the top on wall body (1) right side, locating piece (11) are inlayed in the inside of constant head tank (12).
4. The prefabricated steel reinforced concrete shear wall structure of claim 1, wherein: jack (8) are seted up to the inside of reinforcing plate (7), reinforcing bar (6) are put into to the inside of jack (8), notch (10) are seted up at the top of reinforcing plate (7), the inside gomphosis lantern ring (9) of notch (10), the outside at reinforcing bar (6) is connected through the mode that cup joints in the lantern ring (9).
5. The prefabricated steel reinforced concrete shear wall structure of claim 1, wherein: the reinforcing plates (7) are evenly distributed, the supporting plates (13) are placed outside the reinforcing steel bars (6), and two ends of each supporting plate (13) are attached to the side faces of the reinforcing plates (7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021793171.1U CN213062527U (en) | 2020-08-25 | 2020-08-25 | Prefabricated section steel concrete shear wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021793171.1U CN213062527U (en) | 2020-08-25 | 2020-08-25 | Prefabricated section steel concrete shear wall structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN213062527U true CN213062527U (en) | 2021-04-27 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202021793171.1U Expired - Fee Related CN213062527U (en) | 2020-08-25 | 2020-08-25 | Prefabricated section steel concrete shear wall structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN213062527U (en) |
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2020
- 2020-08-25 CN CN202021793171.1U patent/CN213062527U/en not_active Expired - Fee Related
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20210427 |