CN215055350U - Shear wall template internal corner reinforcing apparatus - Google Patents
Shear wall template internal corner reinforcing apparatus Download PDFInfo
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- CN215055350U CN215055350U CN202120604937.5U CN202120604937U CN215055350U CN 215055350 U CN215055350 U CN 215055350U CN 202120604937 U CN202120604937 U CN 202120604937U CN 215055350 U CN215055350 U CN 215055350U
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- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 20
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims abstract description 4
- 230000002787 reinforcement Effects 0.000 claims description 8
- 229910000831 Steel Inorganic materials 0.000 claims description 6
- 239000010959 steel Substances 0.000 claims description 6
- 238000009415 formwork Methods 0.000 claims description 3
- 238000003466 welding Methods 0.000 claims description 3
- 125000006850 spacer group Chemical group 0.000 claims 1
- 241000282376 Panthera tigris Species 0.000 abstract description 6
- 210000000080 chela (arthropods) Anatomy 0.000 abstract description 6
- 238000010276 construction Methods 0.000 abstract description 5
- 238000000034 method Methods 0.000 abstract description 2
- 238000009435 building construction Methods 0.000 abstract 1
- 238000005516 engineering process Methods 0.000 abstract 1
- 230000007547 defect Effects 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000002146 bilateral effect Effects 0.000 description 1
- 230000007717 exclusion Effects 0.000 description 1
- 238000001125 extrusion Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000013049 sediment Substances 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
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Abstract
The utility model discloses a shear force wall template reentrant corner reinforcing apparatus, including the rigid connection axle, the rigid connection axle includes first connecting end and second connecting end, first connecting end's axis and second connecting end's axis are mutually perpendicular, first connecting end's top and second connecting end's bottom respectively fixedly connected with fixing sleeve, and first connecting end and second connecting end respectively fixedly connected with arc card, be provided with the slide shaft in the fixing sleeve, and fixing sleeve can slide on the slide shaft, interior tip fixedly connected with screw rod of slide shaft, threaded connection has the nut on the screw rod, the outer tip fixedly connected with tiger's mouth pincers of slide shaft. The device of the utility model has the advantages of reasonable design, can make the shear wall template reentrant corner consolidate the atress balanced, conveniently consolidate the operation simultaneously to can adapt to the reinforcement steel pipe of different pipe diameters, this patent technology is a delicate construction and green building construction technique in the building engineering field.
Description
Technical Field
The utility model relates to a construction technical field especially relates to a shear wall template reentrant corner reinforcing apparatus.
Background
In the main body shear wall construction process, the template reinforcement of door and window entrance to a cave is more difficult, especially strengthens with the reentrant corner of the thick shear wall of wooden pattern setting, tall and big door opening, and stress deformation often appears easily in traditional split bolt reinforcement mode, if the reinforcement measure handles not well, easily takes place to expand the mould when pouring concrete, presss from both sides the sediment, reentrant corner is not straight and quality defects such as size deviation is big. And the internal corner position with quality defects needs to be polished and repaired separately in the later period, so that the construction cost is increased.
Traditional shear wall template reentrant corner reinforcing mode mainly has following problem: firstly, the internal corners of the traditional shear wall template are mostly reinforced by adopting a split bolt mode, and the template needs to be penetrated during operation, so that the shear wall perforation is increased, and the appearance quality is influenced; secondly, the extrusion force of the fixing mode of the split bolt on the position of the internal corner is not enough, so that the expansion of a die and the slurry leakage are easily caused, and the quality defect is formed; thirdly, the construction efficiency of the split bolt reinforcing mode is lower, and therefore the labor cost is increased.
The information disclosed in this background section is only for enhancement of understanding of the general background of the invention and should not be taken as an acknowledgement or any form of suggestion that this information constitutes prior art already known to a person skilled in the art.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a shear force wall template reentrant corner reinforcing apparatus, it can solve prior art's above-mentioned problem.
In order to achieve the above object, the utility model provides a shear force wall template reentrant corner reinforcing apparatus, including the rigid connection axle, the rigid connection axle includes first connecting end and second connecting end, first connecting end's axis and second connecting end's axis are mutually perpendicular, first connecting end's top and second connecting end's bottom fixedly connected with fixed sleeve respectively, and first connecting end and second connecting end fixedly connected with arc card respectively, be provided with the slide shaft in the fixed sleeve, and the fixed sleeve can slide on the slide shaft, interior tip fixedly connected with screw rod of slide shaft, threaded connection has the nut on the screw rod, the outer tip fixedly connected with tiger mouth pincers of slide shaft.
In one or more embodiments, the vice jaw is provided as an arc-shaped jaw, and the arc-shaped jaw and the arc-shaped clamp of the vice jaw are arranged oppositely to clamp and reinforce the steel pipe through the arc-shaped jaw and the arc-shaped clamp of the vice jaw.
In one or more embodiments, a washer is also disposed between the retaining sleeve and the nut.
In one or more embodiments, the rigid connection shaft further includes an intermediate connection section, and the first connection end portion is connected to the second connection end portion as a unitary structure through the intermediate connection section.
In one or more embodiments, the central axis of the intermediate connection section is at an angle of 45 ° to both the central axis of the first connection end and the central axis of the second connection end.
In one or more embodiments, the rigid connecting shaft is formed by welding steel plates with the thickness of more than 1.5 cm.
Compared with the prior art, according to the utility model discloses a shear force wall template reentrant corner reinforcing apparatus has following advantage: the utility model discloses a device is through setting up the rigid connection axle to upper and lower bilateral symmetry at the rigid connection axle both ends is provided with two sets of reinforcements, can make the shear force wall template reentrant corner consolidate the atress balanced, conveniently consolidate the operation simultaneously, through setting up tiger's mouth pincers, the fixed sleeve, the sliding shaft, screw rod and nut, tiger's mouth pincers directly with sliding shaft fixed connection and with the screw rod with be a whole for the device provides the reinforcement effort, tiger's mouth pincers and arc card cooperate, in order to block the reinforcement steel pipe, and the fixed sleeve can slide on the sliding shaft, in order to adapt to the reinforcement steel pipe of different pipe diameters.
Drawings
Fig. 1 is the utility model discloses a shear wall template reentrant corner reinforcing apparatus's spatial structure sketch map.
Fig. 2 is the utility model discloses a shear wall template reentrant corner reinforcing apparatus's front view schematic diagram.
Fig. 3 is the utility model discloses a shear wall template reentrant corner reinforcing apparatus's schematic view from above.
Fig. 4 is the utility model discloses a shear wall template reentrant corner reinforcing apparatus installation schematic diagram.
Description of reference numerals:
1-rigid connecting shaft, 2-fixed sleeve, 3-arc-shaped clamp, 4-sliding shaft, 5-screw, 6-nut, 7-tiger's jaw, 8-gasket, 9-reinforced steel pipe, 11-first connecting end part and 12-second connecting end part.
Detailed Description
The following detailed description of the present invention is provided in conjunction with the accompanying drawings, but it should be understood that the scope of the present invention is not limited by the following detailed description.
Throughout the specification and claims, unless explicitly stated otherwise, the word "comprise", or variations such as "comprises" or "comprising", will be understood to imply the inclusion of a stated element or component but not the exclusion of any other element or component.
As shown in fig. 1 to 4, the internal corner reinforcing device for a shear wall formwork according to an embodiment of the present invention includes a rigid connecting shaft 1, the rigid connecting shaft 1 includes a first connecting end portion 11 and a second connecting end portion 12, and a central axis of the first connecting end portion 11 is perpendicular to a central axis of the second connecting end portion 12. The top of first link portion 11 and the bottom of second link portion 12 are two sets of reinforcements of fixedly connected with respectively, and every group reinforcement includes fixed sleeve 2, arc card 3, sliding shaft 4, screw rod 5, nut 6 and tiger's mouth pincers 7. Wherein, fixed sleeve 2 is fixed connection respectively at the top of first connecting end 11 and the bottom of second connecting end 12, and first connecting end 11 and second connecting end 12 are fixedly connected with arc card 3 respectively, are provided with sliding shaft 4 along the horizontal direction in the fixed sleeve 2 to fixed sleeve 2 can slide on sliding shaft 4. The inner end part of the sliding shaft 4 is fixedly connected with a screw rod 5, and the screw rods 5 of the two groups of reinforcing pieces are vertical to each other. The screw rod 5 is connected with a nut 6 in a threaded manner, and the outer end part of the sliding shaft 4 is fixedly connected with a vice 7.
In the scheme, the vice 7 is arranged to be an arc-shaped vice jaw, and the arc-shaped vice jaw of the vice 7 is arranged opposite to the arc-shaped clamp 3, so that an accommodating space is formed between the arc-shaped vice jaw of the vice 7 and the arc-shaped clamp 3, and the steel pipe 9 is clamped and reinforced by the arc-shaped vice jaw of the vice 7 and the arc-shaped clamp 3.
Further, still be provided with gasket 8 between fixed sleeve 2 and the nut 6, gasket 8 can increase the nut and fixed sleeve's contact surface when the nut is screwed up, reduces pressure to play the guard action.
Further, the rigid connection shaft 1 further includes an intermediate connection section 13, and the first connection end 11 is connected to the second connection end 12 through the intermediate connection section 13. The central axis of the middle connecting section 13 and the central axis of the first connecting end 11 and the central axis of the second connecting end 12 both form an angle of 45 °.
Further, the rigid connecting shaft 1 is a stress concentration member of the device and is formed by welding steel plates with the thickness of more than 1.5 cm.
The foregoing descriptions of specific exemplary embodiments of the present invention have been presented for purposes of illustration and description. It is not intended to limit the invention to the precise form disclosed, and obviously many modifications and variations are possible in light of the above teaching. The exemplary embodiments were chosen and described in order to explain certain principles of the invention and its practical application to enable one skilled in the art to make and use various exemplary embodiments of the invention and various alternatives and modifications as are suited to the particular use contemplated. It is intended that the scope of the invention be defined by the claims and their equivalents.
Claims (6)
1. The shear wall formwork internal corner reinforcing device is characterized by comprising a rigid connecting shaft (1), wherein the rigid connecting shaft (1) comprises a first connecting end part (11) and a second connecting end part (12), the central axis of the first connecting end part (11) is perpendicular to the central axis of the second connecting end part (12), the top of the first connecting end part (11) and the bottom of the second connecting end part (12) are respectively and fixedly connected with a fixing sleeve (2), the first connecting end part (11) and the second connecting end part (12) are respectively and fixedly connected with an arc-shaped clamp (3), a sliding shaft (4) is arranged in the fixing sleeve (2), the fixing sleeve (2) can slide on the sliding shaft (4), and the inner end part of the sliding shaft (4) is fixedly connected with a screw rod (5), the screw rod (5) is in threaded connection with a nut (6), and the outer end part of the sliding shaft (4) is fixedly connected with a vice (7).
2. The shear wall formwork reentry corner reinforcing device of claim 1, wherein the vice (7) is provided as an arc-shaped jaw, and the arc-shaped jaw of the vice (7) and the arc-shaped clamp (3) are oppositely arranged so as to clamp the reinforcing steel pipe (9) through the arc-shaped jaw of the vice (7) and the arc-shaped clamp (3).
3. A shear wall form internal corner reinforcing apparatus as claimed in claim 2, wherein a spacer (8) is also provided between the fixing sleeve (2) and the nut (6).
4. A shear wall form internal corner reinforcing apparatus according to claim 3, wherein the rigid connecting shaft (1) further comprises an intermediate connecting section (13), and the first connecting end portion (11) is connected as a unitary structure by the intermediate connecting section (13) and the second connecting end portion (12).
5. A shear wall form internal corner reinforcement according to claim 4, characterised in that the central axis of the intermediate connecting section (13) is at an angle of 45 ° to both the central axis of the first connecting end portion (11) and the central axis of the second connecting end portion (12).
6. The shear wall template internal corner reinforcing device according to claim 4, wherein the rigid connecting shaft (1) is formed by welding steel plates with the thickness of more than 1.5 cm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120604937.5U CN215055350U (en) | 2021-03-25 | 2021-03-25 | Shear wall template internal corner reinforcing apparatus |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120604937.5U CN215055350U (en) | 2021-03-25 | 2021-03-25 | Shear wall template internal corner reinforcing apparatus |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN215055350U true CN215055350U (en) | 2021-12-07 |
Family
ID=79155565
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202120604937.5U Active CN215055350U (en) | 2021-03-25 | 2021-03-25 | Shear wall template internal corner reinforcing apparatus |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN215055350U (en) |
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2021
- 2021-03-25 CN CN202120604937.5U patent/CN215055350U/en active Active
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| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CP03 | Change of name, title or address | ||
| CP03 | Change of name, title or address |
Address after: No.63, Yinqueshan Road, Lanshan District, Linyi City, Shandong Province Patentee after: TIANYUAN CONSTRUCTION GROUP Co.,Ltd. Country or region after: China Patentee after: Veterans (Shandong) Construction Group Co.,Ltd. Address before: No.63, Yinqueshan Road, Lanshan District, Linyi City, Shandong Province Patentee before: TIANYUAN CONSTRUCTION GROUP Co.,Ltd. Country or region before: China Patentee before: SHANDONG HONGDA REAL ESTATE Co.,Ltd. |