CN212376241U - Steel wire rope drawknot device at position of shear wall of cantilever frame - Google Patents

Steel wire rope drawknot device at position of shear wall of cantilever frame Download PDF

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Publication number
CN212376241U
CN212376241U CN201922067671.0U CN201922067671U CN212376241U CN 212376241 U CN212376241 U CN 212376241U CN 201922067671 U CN201922067671 U CN 201922067671U CN 212376241 U CN212376241 U CN 212376241U
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China
Prior art keywords
wire rope
pvc pipeline
ring rod
shear wall
lifting ring
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Active
Application number
CN201922067671.0U
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Chinese (zh)
Inventor
杜泽军
黄升
符胜军
余学强
薛亮亮
吴化斌
左瑞
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China MCC20 Group Corp Ltd
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China MCC20 Group Corp Ltd
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Priority to CN201922067671.0U priority Critical patent/CN212376241U/en
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Abstract

The utility model relates to a steel wire rope drawknot device at the position of an overhanging frame shear wall, which comprises a PVC pipeline, a suspension ring rod and a steel plate; pre-buried PVC pipeline in the wall body, the rings pole is located in this pre-buried PVC pipeline and both ends stretch out from the pre-buried PVC pipeline, and the one end of rings pole is the pull ring, and the other end sets up the screw thread and fixes through the nut, sets up the steel sheet between nut and the wall body. The utility model discloses can dismantle, the material can have enough to meet the need the use, reduces the later stage and cuts off and the quality hidden danger to pre-buried rings. The device can be used for plugging the reserved hole of the outer wall screw hole, and is convenient to construct.

Description

Steel wire rope drawknot device at position of shear wall of cantilever frame
Technical Field
The utility model relates to a civil construction field, specific cantilever frame shear force wall position wire rope drawknot device that says so.
Background
At present, the drawknot steel wire rope at the end part of the traditional overhanging type scaffold is fixed and generally embedded on a beam position and a shear wall, but the embedded lifting ring at the position of the shear wall brings great inconvenience to the reinforcement and the removal of a template, and the construction difficulty is great. And the steel wire rope penetrates through a wall-penetrating screw hole of the outer wall, and is clamped at the tail part of the steel wire rope by using three buckles, so that the method does not meet the specified method, and great potential safety hazards exist.
Disclosure of Invention
The utility model discloses aim at overcoming prior art's defect, provide an encorbelment frame shear force wall position wire rope drawknot device, solve the scaffold frame I-steel that encorbelments and have the wire rope drawknot of shear force wall position.
In order to solve the technical problem, the utility model discloses a realize like this:
the utility model provides a cantilever frame shear force wall position wire rope drawknot device which characterized in that: the device comprises a PVC pipeline, a suspension ring rod and a steel plate; pre-buried PVC pipeline in the wall body, the rings pole is located in this pre-buried PVC pipeline and both ends stretch out from the pre-buried PVC pipeline, and the one end of rings pole is the pull ring, and the other end sets up the screw thread and fixes through the nut, sets up the steel sheet between nut and the wall body.
Cantilever frame shear force wall position wire rope drawknot device, its characterized in that: the bent part of the lifting ring rod is welded on two sides, and the length of the welded two sides is not less than five times of the diameter of the lifting ring rod.
Cantilever frame shear force wall position wire rope drawknot device, its characterized in that: the diameter of the lifting ring rod is 20 mm.
Cantilever frame shear force wall position wire rope drawknot device, its characterized in that: when the PVC pipeline is pre-buried, the slope is found 3% -5% outwards.
Cantilever frame shear force wall position wire rope drawknot device, its characterized in that: the thickness of the steel plate is 5 mm.
The utility model has the advantages that: the problem of steel wire rope tie at the position of the scaffold shear wall is solved, and reliable guarantee is provided for construction safety; can dismantle, the material can have enough to meet the need the use, reduces the later stage and cuts off and the quality hidden danger to pre-buried rings. The device can be used for plugging the reserved hole of the outer wall screw hole, and is convenient to construct.
Drawings
The invention will be described in further detail with reference to the following drawings and embodiments:
fig. 1 is a schematic structural diagram of the present invention.
Detailed Description
As shown in fig. 1: a steel wire rope drawknot device at the position of an overhanging frame shear wall comprises a PVC pipeline 1, a lifting ring rod 2 and a steel plate 5; pre-buried PVC pipeline in the wall body 7, the rings pole is located in this pre-buried PVC pipeline and both ends stretch out from the pre-buried PVC pipeline, and the one end of rings pole is pull ring 3, and the other end sets up screw thread 4 and fixes through nut 6, sets up the steel sheet between nut and the wall body and makes the backing plate.
Furthermore, the bent part 8 of the lifting ring rod is welded on two sides, and the length of the welded two sides is not less than five times of the diameter of the lifting ring rod.
Further, the diameter of the lifting ring rod is 20 mm.
Furthermore, when the PVC pipeline is pre-buried, the slope is outward found by 3% -5%, and water seepage caused by plugging is prevented.
Further, the thickness of the steel plate is 5 mm.
When the outer frame is dismantled, the preformed hole is chiseled into a horn shape and is cleaned, and then the preformed hole is tightly plugged by waterproof mortar.

Claims (4)

1. A steel wire rope drawknot device at the position of an overhanging frame shear wall comprises a PVC pipeline, a suspension ring rod and a steel plate; the PVC pipeline is embedded in the wall body, the lifting ring rod is arranged in the embedded PVC pipeline, two ends of the lifting ring rod extend out of the embedded PVC pipeline, one end of the lifting ring rod is a pull ring, the other end of the lifting ring rod is provided with threads and is fixed through a nut, and a steel plate is arranged between the nut and the wall body; the method is characterized in that: when the PVC pipeline is pre-buried, the slope is found 3% -5% outwards.
2. The cantilever frame shear wall position wire rope drawknot device of claim 1, wherein: the bent part of the lifting ring rod is welded on two sides, and the length of the welded two sides is not less than five times of the diameter of the lifting ring rod.
3. The cantilever frame shear wall position wire rope drawknot device of claim 2, wherein: the diameter of the lifting ring rod is 20 mm.
4. The cantilever frame shear wall position wire rope drawknot device of claim 1, wherein: the thickness of the steel plate is 5 mm.
CN201922067671.0U 2019-11-26 2019-11-26 Steel wire rope drawknot device at position of shear wall of cantilever frame Active CN212376241U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201922067671.0U CN212376241U (en) 2019-11-26 2019-11-26 Steel wire rope drawknot device at position of shear wall of cantilever frame

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201922067671.0U CN212376241U (en) 2019-11-26 2019-11-26 Steel wire rope drawknot device at position of shear wall of cantilever frame

Publications (1)

Publication Number Publication Date
CN212376241U true CN212376241U (en) 2021-01-19

Family

ID=74156737

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201922067671.0U Active CN212376241U (en) 2019-11-26 2019-11-26 Steel wire rope drawknot device at position of shear wall of cantilever frame

Country Status (1)

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CN (1) CN212376241U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113004054A (en) * 2021-04-13 2021-06-22 广西博世科环保科技股份有限公司 Enhanced efficient phosphorus removal constructed wetland substrate and preparation method thereof

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113004054A (en) * 2021-04-13 2021-06-22 广西博世科环保科技股份有限公司 Enhanced efficient phosphorus removal constructed wetland substrate and preparation method thereof

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