CN211949544U - Novel turnover type wall connecting piece - Google Patents
Novel turnover type wall connecting piece Download PDFInfo
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- CN211949544U CN211949544U CN201921916411.XU CN201921916411U CN211949544U CN 211949544 U CN211949544 U CN 211949544U CN 201921916411 U CN201921916411 U CN 201921916411U CN 211949544 U CN211949544 U CN 211949544U
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- wall
- steel sheet
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- steel
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Abstract
The utility model discloses a novel can turnover even wall spare, including steel pipe, steel sheet, nut, to the stay bolt, wear the wall screw, the steel pipe sets up on the surface of steel sheet, steel pipe and steel sheet weld into the L type, the steel sheet sets up in the building outer wall outside set up on the steel sheet to the stay bolt through-hole, be not more than the steel pipe diameter to the distance at stay bolt through-hole centre-to-centre spacing steel pipe center, set up on the building outer wall and wear the wall screw, pass the steel sheet in proper order, wear the wall screw to the stay bolt, the steel sheet outside and building outer wall inboard all are equipped with the nut, the nut fastening is on the stay bolt. The utility model provides a be connected wall spare and the outer wall body position conflict problem of building and be connected the skew main node of wall spare and be greater than 300 mm's construction technique difficult problem, and do not produce the reservation hole of being connected the wall spare and need repair, the outrigger is demolishd the restriction that the progress does not receive the outer wall entrance to a cave to be repaired, has eradicated the outer wall and has repaired bad quality hidden danger for the outrigger installation with demolish the progress.
Description
Technical Field
The utility model relates to a building engineering technical field specifically is a novel can turnover even wall spare.
Background
The method for setting the wall connecting piece of the external scaffold in the building engineering is various, but in actual construction, the problems that the rigid and flexible wall connecting pieces are not designed according to the specification, are randomly mixed for use, have standard exceeding fixed distance, are randomly dismantled in a decoration stage and the like exist, the integral stability of the external scaffold is greatly damaged, and great potential safety hazards are formed. The outer scaffold that uses in the construction at present is mostly the double scaffold more than 24 meters, according to construction fastener formula steel pipe scaffold safety technical specification' requirement, and the construction unit adopts the pre-buried nozzle stub lock joint formula of construction floor, lacing wire and shore cooperation to use to attach wall connection formula, steel pipe fastener to embrace and draw the fixed outer frame of methods such as building, and these methods have both taken a lot of work, consumptive material, even wall spare can not used repeatedly again.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a novel can turnover formula even wall spare to solve the problem that proposes among the above-mentioned background art.
In order to achieve the above object, the utility model provides a following technical scheme: the utility model provides a novel can turnover formula is wall spare even, contains steel pipe, steel sheet, nut, split bolt, wears the wall screw, the steel pipe sets up on the surface of steel sheet, steel pipe and steel sheet weld into the L type, the steel sheet sets up in the building outer wall outside set up the split bolt through-hole on the steel sheet, the distance to split bolt through-hole centre-to-centre spacing steel pipe center is not more than the steel pipe diameter, sets up the wall screw on the building outer wall, pass the steel sheet in proper order, wear the wall screw to the split bolt, the steel sheet outside and building outer wall inboard all are equipped with the nut, the nut fastening is on the split bolt.
Preferably, the length of the steel pipe is 400-700 mm.
Preferably, the thickness of the steel plate is 4-12 mm.
Preferably, backing plates are arranged between the outer side of the steel plate and the nut and between the inner side of the building outer wall and the nut, and the backing plates are sleeved on the split bolts.
Compared with the prior art, the beneficial effects of the utility model are that:
the utility model provides a long-term wall spare and the skew main node of building outer wall position conflict problem of wall spare and wall spare even be greater than 300 mm's construction technique difficult problem, and do not produce the reservation hole of wall spare even and need repair, the outrigger is demolishd the restriction that the progress does not receive the outer wall entrance to a cave repair, has eradicateed the outer wall and has repaired bad quality hidden danger, has accelerated the outrigger installation and has demolishd the progress under the prerequisite of guaranteeing safety.
Drawings
Fig. 1 is the schematic view of the overall structure of the novel wall connecting piece capable of being rotated.
In the figure: 1. steel pipe 2, steel plate 3, nut 4, split bolt 5, through-wall screw hole
6. Backing plate
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, the present invention provides a technical solution: the utility model provides a novel can turnover formula even wall spare which characterized in that: contain steel pipe 1, steel sheet 2, nut 3, to stay bolt 4, wear wall screw 5, steel pipe 1 sets up on steel sheet 2's surface, steel pipe 1 and steel sheet 2 weld into the L type, steel sheet 2 sets up in the building outer wall outside set up on the steel sheet 2 to stay bolt 4 through-holes, the distance to stay bolt 4 through-holes centre-to-centre spacing steel pipe 1 center is not more than steel pipe 1 diameter, sets up on the building outer wall and wears wall screw 5, pass steel sheet 2, wear wall screw 5 to stay bolt 4 in proper order, 2 outsides of steel sheet and building outer wall inboard all are equipped with nut 3, nut 3 fastening is on stay bolt 4.
The length of the steel pipe 1 is 400-700 mm, the thickness of the steel plate 2 is 4-12 mm, base plates 6 are arranged between the outer side of the steel plate 2 and the nut 3 and between the inner side of the outer wall of the building and the nut 3, and the base plates 6 are sleeved on the split bolts 5.
In the utility model, the connecting piece of the steel pipe wall connecting piece is welded into an L shape by a steel pipe 1 and a steel plate 2, the steel plate 1 and the steel pipe 2 are fully welded, the height of a welding seam is 8mm, a split bolt 4 through hole is drilled on the steel plate 1 for connecting the split bolt 4, the distance between the center of the split bolt 4 through hole and the center of the steel pipe 1 is not more than the diameter of the steel pipe 1, the split bolt passes through the hole of the L-shaped wall connecting piece steel plate 1 from the outer side of the building outer wall and extends into the inner side of the building outer wall through the split bolt 4 through hole (the split bolt 4 through hole can be pre-embedded at the shear wall or beam and column according to the position of the main node of the outer scaffold, and can also be fixed by utilizing the original split bolt 4 through hole of the shear wall), the split bolt 4 is firstly fixed at the inner side of the building outer wall by using a matched nut 3 and a gasket 6, the screwing direction and angle are adjusted, and (4) finishing the installation, and rechecking whether the distance between the connecting fastener and the main node meets the requirement that the distance is less than or equal to 300 mm.
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 novel can turnover formula even wall spare which characterized in that: contain steel pipe (1), steel sheet (2), nut (3), split bolt (4), wear wall screw (5), steel pipe (1) sets up on the surface of steel sheet (2), steel pipe (1) and steel sheet (2) weld into the L type, steel sheet (2) set up in the building outer wall the setting is to split bolt (4) through-hole on steel sheet (2), the distance to split bolt (4) through-hole centre-to-centre spacing steel pipe (1) center is not more than steel pipe (1) diameter, sets up on the building outer wall and wears wall screw (5), pass steel sheet (2), wear wall screw (5) in proper order to split bolt (4), steel sheet (2) outside and building outer wall inboard all are equipped with nut (3), nut (3) fastening is on split bolt (4).
2. The novel reversible wall element of claim 1, wherein: the length of the steel pipe (1) is 400-700 mm.
3. The novel reversible wall element of claim 1, wherein: the thickness of the steel plate (2) is 4-12 mm.
4. The novel reversible wall element of claim 1, wherein: all be equipped with backing plate (6) between steel sheet (2) outside and nut (3) and between building outer wall inboard and nut (3), backing plate (6) cover is established on split bolt (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921916411.XU CN211949544U (en) | 2019-11-07 | 2019-11-07 | Novel turnover type wall connecting piece |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921916411.XU CN211949544U (en) | 2019-11-07 | 2019-11-07 | Novel turnover type wall connecting piece |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211949544U true CN211949544U (en) | 2020-11-17 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201921916411.XU Active CN211949544U (en) | 2019-11-07 | 2019-11-07 | Novel turnover type wall connecting piece |
Country Status (1)
| Country | Link |
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| CN (1) | CN211949544U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113550562A (en) * | 2021-06-02 | 2021-10-26 | 中国五冶集团有限公司 | Large-span large-storey high-wall-connecting piece setting method |
-
2019
- 2019-11-07 CN CN201921916411.XU patent/CN211949544U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113550562A (en) * | 2021-06-02 | 2021-10-26 | 中国五冶集团有限公司 | Large-span large-storey high-wall-connecting piece setting method |
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