CN215107312U - Cast in situ concrete shear force wall attaches wall post customization reinforcing apparatus - Google Patents
Cast in situ concrete shear force wall attaches wall post customization reinforcing apparatus Download PDFInfo
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- CN215107312U CN215107312U CN202120593820.1U CN202120593820U CN215107312U CN 215107312 U CN215107312 U CN 215107312U CN 202120593820 U CN202120593820 U CN 202120593820U CN 215107312 U CN215107312 U CN 215107312U
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- anchor clamps
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Abstract
The utility model provides a cast in situ concrete shear force wall attaches wall post customization reinforcing apparatus, including first anchor clamps, second anchor clamps and spacer pin, the second anchor clamps are the double-deck bar platelike structure that the clearance set up, the equal fixed connection in both ends of double-deck bar platelike structure forms the bar and leads to the groove, both ends tip at first anchor clamps all is provided with the second anchor clamps perpendicularly, first anchor clamps run through the setting and lead to the inslot at the bar, first anchor clamps and second anchor clamps constitute the structure that appears as a hyphen, all run through on first anchor clamps and second anchor clamps and be provided with the locating pin, the locating pin block is in one side of first anchor clamps or second anchor clamps. First anchor clamps and second anchor clamps are through running through and the clamping structure group closes the font structure to spacing through the spacer pin, the structure is more firm, construction speed is fast, the preparation is simple and easy and with low costs, and cooperates easily between each component, can adjust at will, can adapt to different sectional attaches wall column template and prop up and establish, has improved strutting arrangement's turnover number of times, thereby improve utilization ratio, material saving.
Description
Technical Field
The utility model relates to a cast in situ concrete shear force wall's reinforcement engineering especially relates to a cast in situ concrete shear force wall attaches wall post customization reinforcing apparatus.
Background
A common phi 48 steel pipe reinforcing system of a wood template is adopted in the construction of a cast-in-place concrete wall, the structure of the system directly influences the construction quality and influences the appearance quality and the service performance of a building in the later period. The existing traditional mode of reinforcing the shear wall attached wall column by using a common steel pipe has some defects, the construction is not easy to reinforce firmly, the phenomenon of mold expansion and mold running is easy to occur, the quality is not easy to control, and the construction is complicated.
The utility model provides a CN 103485534B-the construction design template of design in the anchor clamps for construction design template and the application method, and CN 111927092A-the wall post template reinforced structure of design in the construction process of a wall post template reinforced structure and use this structure can not better the practical application the utility model provides a technical problem.
SUMMERY OF THE UTILITY MODEL
To the problem among the prior art, the utility model provides a cast in situ concrete shear force wall attaches wall post customization reinforcing apparatus.
The utility model provides a cast in situ concrete shear force wall attaches wall post customization reinforcing apparatus, includes first anchor clamps, second anchor clamps and spacer pin, first anchor clamps are bar platelike structure, the second anchor clamps are the double-deck bar platelike structure that the clearance set up, the both ends of double-deck bar platelike structure all fixed connection and form the bar between the double-deck bar platelike structure and lead to the groove, be provided with the second anchor clamps perpendicularly at the both ends tip of first anchor clamps, first anchor clamps run through set up in the bar is led to the inslot and the centre gripping is in between the double-deck bar platelike structure, first anchor clamps and second anchor clamps constitute the font structure, all run through on first anchor clamps and the second anchor clamps and be provided with the locating pin, the locating pin block is in one side of first anchor clamps or second anchor clamps.
Further: the positioning pins are wedge-shaped pins, the positioning pins are located in positioning holes formed in the first fixture and the second fixture, the positioning holes are strip-shaped and are arranged along the length direction of the double-layer strip-shaped plate-shaped structure, two rows of the positioning holes are formed in the double-layer strip-shaped plate-shaped structure, and the positioning holes in the two rows are arranged in a staggered mode.
Further: the middle part of the first clamp is provided with a split screw hole, the other end of the second clamp opposite to the first clamp is fixedly provided with a fixed rod, and the fixed rod and the second clamp are arranged perpendicularly.
The utility model has the advantages that: the first clamp and the second clamp are combined into a + -shaped structure through penetration and a clamping structure and are limited through the limiting pin, so that the structure is firmer, the construction speed is high, the manufacturing is simple and easy, the cost is low, the components are easy to match, the adjustment can be performed at will, the support device can adapt to the support of wall-attached column templates with different sections, the turnover frequency of the support device is increased, the utilization rate is increased, and materials are saved; in addition, the disassembly is convenient, the operation is convenient, and the time and the labor are saved.
Drawings
Fig. 1 is a schematic front view of the present invention;
fig. 2 is a side view of a first clamp of the present invention;
fig. 3 is a side view of a second clamp of the present invention;
FIG. 4 is a schematic structural view of a stop pin according to the present invention;
fig. 5 is a schematic view of the structure of the utility model in use.
In the figure, 101, a tension screw hole; 103. positioning holes; 1. a first clamp; 2. a second clamp; 21. fixing the rod; 22. a strip-shaped through groove; 3. a spacing pin; 31. a rope hole; 41. reinforcing the template steel pipe; 42. a template; 43. back corrugation; 44. and (4) oppositely pulling the screw rod.
Detailed Description
The present invention will be described in detail with reference to the accompanying drawings. Reference will now be made in detail to embodiments of the present invention, examples of which are illustrated in the accompanying drawings, wherein like reference numerals refer to the same or similar elements or elements having the same or similar function throughout. The embodiments described below by referring to the drawings are exemplary only for explaining the present invention, and should not be construed as limiting the present invention. The terms of left, middle, right, upper and lower directions in the examples of the present invention are only relative concepts or reference to the normal use status of the product, and should not be considered as limiting.
A cast-in-place concrete shear wall column fixed position reinforcing device is shown by combining figures 1, 2 and 3, and comprises a first clamp 1, a second clamp 2 and a limiting pin 3, the first clamp 1 is a strip-shaped plate-shaped structure, the second clamp 2 is a double-layer strip-shaped plate-shaped structure arranged at intervals, both ends of the double-layer strip-shaped plate-shaped structure are fixedly connected and a strip-shaped through groove 22 is formed between the double-layer strip-shaped plate-shaped structures, the second clamps 2 are vertically arranged at the end parts of the two ends of the first clamp 1, the first clamp 1 penetrates through the strip-shaped through groove 22 and is clamped between the double-layer strip-shaped plate structures, the first clamp 1 and the second clamp 2 form a + -shaped structure, the first clamp 1 and the second clamp 2 are both provided with a positioning pin 3 in a penetrating manner, and the positioning pin 3 is blocked at one side of the first clamp 1 or the second clamp 2. The middle part of first anchor clamps 1 is provided with split screw rod hole 101 second anchor clamps 2 is relative the other end of first anchor clamps 1 has set firmly dead lever 21, dead lever 21 is located the outside of second anchor clamps 2 and with second anchor clamps 2 vertical setting.
Referring to fig. 4, the positioning pin 3 is a wedge-shaped pin, the positioning pin 3 is located in positioning holes 103 formed in the first fixture 1 and the second fixture 2, the positioning holes 103 are strip-shaped and are formed along the length direction of the double-layer strip-shaped plate structure, two rows of the positioning holes 103 are formed in the double-layer strip-shaped plate structure, and the positioning holes 103 in the two rows are arranged in a staggered manner.
The utility model discloses a theory of operation: combine fig. 5 to show, the + -, structure centre gripping that first anchor clamps 1 and second anchor clamps 2 formed is structural at template 42, the stupefied 43 of the back of the body and the wall post that consolidates template steel pipe 41 and form, all installs in logical groove 22 to the screw rod 44 that draws to drawing screw rod hole 101 and bar to realize through drawing screw rod 44 the utility model discloses consolidate to the wall post template.
The foregoing illustrates and describes the principles, general features, and advantages of the present invention. It will be understood by those skilled in the art that the present invention is not limited to the above embodiments, and that the foregoing embodiments and descriptions are provided only to illustrate the principles of the present invention without departing from the spirit and scope of the present invention. The scope of the invention is defined by the appended claims and equivalents thereof.
Claims (3)
1. The utility model provides a cast in situ concrete shear force wall attaches wall post customization reinforcing apparatus which characterized in that: the clamp comprises a first clamp, a second clamp and a limiting pin, wherein the first clamp is of a strip-shaped plate-shaped structure, the second clamp is of a double-layer strip-shaped plate-shaped structure, the two ends of the double-layer strip-shaped plate-shaped structure are fixedly connected, a strip-shaped through groove is formed between the double-layer strip-shaped plate-shaped structures, the second clamp is vertically arranged at the end parts of the two ends of the first clamp, the first clamp is arranged in the strip-shaped through groove in a penetrating mode and clamped between the double-layer strip-shaped plate-shaped structures, the first clamp and the second clamp form a delta-shaped structure, positioning pins are arranged on the first clamp and the second clamp in a penetrating mode, and the positioning pins are blocked on one side of the first clamp or the second clamp.
2. The cast-in-place concrete shear wall column fixed-position reinforcing device according to claim 1, characterized in that: the positioning pins are wedge-shaped pins, the positioning pins are located in positioning holes formed in the first fixture and the second fixture, the positioning holes are strip-shaped and are arranged along the length direction of the double-layer strip-shaped plate-shaped structure, two rows of the positioning holes are formed in the double-layer strip-shaped plate-shaped structure, and the positioning holes in the two rows are arranged in a staggered mode.
3. The cast-in-place concrete shear wall column fixed-position reinforcing device according to claim 1 or 2, characterized in that: the middle part of the first clamp is provided with a split screw hole, the other end of the second clamp opposite to the first clamp is fixedly provided with a fixed rod, and the fixed rod and the second clamp are arranged perpendicularly.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120593820.1U CN215107312U (en) | 2021-03-24 | 2021-03-24 | Cast in situ concrete shear force wall attaches wall post customization reinforcing apparatus |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120593820.1U CN215107312U (en) | 2021-03-24 | 2021-03-24 | Cast in situ concrete shear force wall attaches wall post customization reinforcing apparatus |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215107312U true CN215107312U (en) | 2021-12-10 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120593820.1U Active CN215107312U (en) | 2021-03-24 | 2021-03-24 | Cast in situ concrete shear force wall attaches wall post customization reinforcing apparatus |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215107312U (en) |
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2021
- 2021-03-24 CN CN202120593820.1U patent/CN215107312U/en active Active
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