CN212478190U - Shear wall structure of construction steel bar formwork concrete - Google Patents
Shear wall structure of construction steel bar formwork concrete Download PDFInfo
- Publication number
- CN212478190U CN212478190U CN202020767003.9U CN202020767003U CN212478190U CN 212478190 U CN212478190 U CN 212478190U CN 202020767003 U CN202020767003 U CN 202020767003U CN 212478190 U CN212478190 U CN 212478190U
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- CN
- China
- Prior art keywords
- stirrup
- brace rod
- muscle
- shear force
- force wall
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- 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.)
- Expired - Fee Related
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- 229910000831 Steel Inorganic materials 0.000 title claims abstract description 13
- 239000004567 concrete Substances 0.000 title claims abstract description 13
- 239000010959 steel Substances 0.000 title claims abstract description 13
- 238000010276 construction Methods 0.000 title claims abstract description 12
- 238000009415 formwork Methods 0.000 title claims description 6
- 210000003205 muscle Anatomy 0.000 claims abstract description 24
- 238000005728 strengthening Methods 0.000 claims description 2
- 239000000178 monomer Substances 0.000 abstract description 3
- 230000004075 alteration Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 230000005484 gravity Effects 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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- Reinforcement Elements For Buildings (AREA)
Abstract
The utility model discloses a shear force wall structure of construction steel bar template concrete, including the shear force wall, the annular equipartition has founds the muscle, and the stirrup has vertically evenly been installed between the founding muscle, and the central point of shear force wall puts and is equipped with well muscle, and the one end connection stirrup of brace rod and brace rod is installed to the position that well muscle corresponds each stirrup corner, and the stirrup is T type ring structure, evenly installs the one end connection stirrup of brace rod and brace rod on the brace rod. Through splice bar with brace rod and stirrup for every layer of stirrup is connected integratively with the brace rod, and through the whole support of well muscle, make the stirrup outrigger in the founding, because every layer of stirrup is the monomer, make every layer of stirrup and founding stably connected integratively, consequently steel bar structure is stronger to the interior support nature of shear force wall, has consequently further improved the fracture resistance of shear force wall, has solved the not strong problem of crack resistance that exists among the prior art.
Description
Technical Field
The utility model belongs to the technical field of building structure, concretely relates to shear wall structure of construction steel bar formwork concrete.
Background
The shear wall is also called as a wind-resistant wall or an earthquake-resistant wall or a structural wall, and a wall body which mainly bears horizontal load and vertical load gravity caused by wind load or earthquake action in a house or a structure prevents the shear failure of the structure, and the reinforced concrete shear wall can be cast or prefabricated in some parts for improving the rigidity, the strength and the collapse resistance of the structure.
T type shear force wall is common shear force wall, and its supporting body is tied up by the stirrup of stud, each side position and forms, forms through concrete whole pouring after, and the weak point of existence has: the stirrups are formed by bundling square round steel bars into a whole, and after the studs and the stirrups are poured, the connection is not strong, so that the fracture resistance of the T-shaped shear wall needs to be improved.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a shear wall structure of construction steel bar formwork concrete to solve the not strong problem of crack resistance that exists among the prior art.
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a shear force wall structure of construction steel bar template concrete, includes the shear force wall, annular equipartition has the founding muscle in the shear force wall, the stirrup has evenly been installed vertically between the founding muscle, the central point of shear force wall puts and is equipped with well muscle, the one end connection stirrup that brace rod and brace rod were installed to the position that well muscle corresponds each stirrup corner.
Preferably, the stirrup is of a T-shaped ring structure.
Preferably, the cross-sectional diameter of the middle strengthening rib is at least four centimeters.
Preferably, the support rib is evenly provided with a connecting rib, and one end of the connecting rib is connected with the stirrup.
Compared with the prior art, the beneficial effects of the utility model are that:
the utility model provides a shear wall structure of construction steel bar template concrete, through splice bar with brace rod and stirrup, make every layer of stirrup be connected integratively with the brace rod, and through the whole support of well reinforcement, make stirrup stable support in founding the muscle, because every layer of stirrup is the monomer, make every layer of stirrup and found the muscle stable connection integrative, consequently steel bar structure is stronger to the interior support nature of shear wall, consequently, the fracture resistance of shear wall has further been improved, the not strong problem of crack resistance that exists among the prior art has been solved.
Drawings
Fig. 1 is a perspective view of the present invention;
FIG. 2 is a longitudinal sectional view of the present invention;
fig. 3 is a transverse sectioning schematic diagram of the utility model.
In the figure: 1 shear wall, 2 vertical ribs, 3 hooping ribs, 4 middle reinforcing ribs, 5 supporting ribs and 6 connecting ribs.
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, 2 and 3, a shear wall structure of construction steel bar formwork concrete comprises a shear wall 1, wherein the shear wall 1 is integrally cast, studs 2 are annularly and uniformly distributed in the shear wall 1, stirrups 3 are vertically and uniformly placed between the studs 2, the stirrups 3 and the studs 2 are bound by binding wires, each layer of the stirrups 3 is a single body, so that each layer of the stirrups 3 and the studs 2 are stably connected into a whole, and the stirrups 3 are of a T-shaped ring structure.
Referring to fig. 1, fig. 2 and fig. 3, the central point of shear force wall 1 puts and is equipped with well muscle 4, every section of well muscle 4 is 5 meters, it is integrative to weld each other between the well muscle 4, the position welded connection that well muscle 4 corresponds 3 corners of each stirrup has the outer end welded connection stirrup 3 that corresponds of brace rod 5 and brace rod 5, the cross-sectional diameter of well muscle 4 is four centimetres, even welded connection has one end welded connection stirrup 3 of brace rod 6 and brace rod 6 on the brace rod 5, through brace rod 6 with brace rod 5 and stirrup 3, make every layer of stirrup 3 be connected integratively with brace rod 5, and through well muscle 4 integral support, make stirrup 3 stably support in the stirrup 2.
Through splice bar 6 with brace rod 5 and stirrup 3 for every layer of stirrup 3 is connected integratively with brace rod 5, and through well muscle 4 whole supports, makes 3 stable support of stirrup in founding muscle 2, because every layer of 3 monomer of stirrup makes every layer of stirrup 3 and founding muscle 2 stable connection integrative, and consequently steel bar structure is stronger to 1 interior support nature of shear force wall, has consequently further improved shear force wall 1's fracture resistance.
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 (4)
1. The utility model provides a shear wall structure of construction steel bar formwork concrete, includes shear force wall (1), its characterized in that: annular equipartition has founding muscle (2) in shear force wall (1), stirrup (3) have evenly been installed vertically between founding muscle (2), the central point of shear force wall (1) puts and is equipped with well muscle (4), the one end connection stirrup (3) of brace rod (5) and brace rod (5) are installed to the position that well muscle (4) correspond each stirrup (3) corner.
2. A shear wall structure of construction reinforced form concrete according to claim 1, wherein: the stirrup (3) is of a T-shaped ring structure.
3. A shear wall structure of construction reinforced form concrete according to claim 1, wherein: the cross-sectional diameter of the middle strengthening rib (4) is at least four centimeters.
4. A shear wall structure of construction reinforced form concrete according to claim 3, wherein: the support rib (5) is evenly provided with a connecting rib (6) and one end of the connecting rib (6) is connected with the stirrup (3).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020767003.9U CN212478190U (en) | 2020-05-11 | 2020-05-11 | Shear wall structure of construction steel bar formwork concrete |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020767003.9U CN212478190U (en) | 2020-05-11 | 2020-05-11 | Shear wall structure of construction steel bar formwork concrete |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN212478190U true CN212478190U (en) | 2021-02-05 |
Family
ID=74460280
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020767003.9U Expired - Fee Related CN212478190U (en) | 2020-05-11 | 2020-05-11 | Shear wall structure of construction steel bar formwork concrete |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN212478190U (en) |
-
2020
- 2020-05-11 CN CN202020767003.9U patent/CN212478190U/en not_active Expired - Fee Related
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Legal Events
| 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: 20210205 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |