CN213391169U - Outer wall scaffold is wall structure even - Google Patents
Outer wall scaffold is wall structure even Download PDFInfo
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- CN213391169U CN213391169U CN202022109471.XU CN202022109471U CN213391169U CN 213391169 U CN213391169 U CN 213391169U CN 202022109471 U CN202022109471 U CN 202022109471U CN 213391169 U CN213391169 U CN 213391169U
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- wall
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- connecting sleeve
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- scaffold
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Abstract
The utility model discloses an outer wall scaffold frame is wall structure even, including the anchor reinforcing bar, with anchor reinforcing bar one end spiro union have internal screw thread connecting sleeve and connecting reinforcement, anchor reinforcing bar and connecting sleeve are pre-buried in the outer wall, connecting reinforcement one end and connecting sleeve other end spiro union, connecting sleeve and connecting reinforcement spiro union end terminal surface meet with the wall body outside template, and the connecting reinforcement other end is located the outer wall and connects in a pull rod middle part perpendicularly, lie in connecting reinforcement both sides department level respectively on the pull rod and link firmly a horizontal steel pipe, the one end butt of horizontal steel pipe is on the outer wall, and the other end passes through the riser of fastener and scaffold frame or violently links firmly. This device can reduce the loss of steel pipe or reinforcing bar, reduce cost to connect stably, guarantee safety.
Description
Technical Field
The utility model belongs to the technical field of building engineering, especially, relate to an outer wall scaffold frame is wall structure even.
Background
In the building construction, the outer scaffold is the indispensable facility in the work progress, undertakes constructor outer wall construction operation and safety protection effect. Along with the rising of the building, the stability of the scaffold erected by the steel pipe is worse, and particularly, the scaffold is erected by adopting cantilever type section steel in high-rise buildings, so that the scaffold must be provided with a wall connecting piece with the building, and a double-row scaffold higher than 24m of the building must be provided with a rigid wall connecting piece to be subjected to hard pulling and knotting with the building.
Traditional wall connecting piece sets up vertical pre-buried steel pipe or steel bar material for when concreting wall, adopts fastener or welding form to connect pre-buried steel pipe and outer scaffold, and this kind of way is very big to the steel pipe loss, need cut off steel pipe or reinforcing bar when demolising, and the cost is higher uneconomic.
SUMMERY OF THE UTILITY MODEL
To the not enough of above-mentioned prior art, the utility model aims to solve the technical problem that: how to provide an outer wall scaffold frame and link wall structure, can reduce the loss of steel pipe or reinforcing bar, reduce cost to connect stably, guarantee safety.
In order to solve the technical problem, the utility model discloses a following technical scheme:
the utility model provides an outer wall scaffold frame is wall structure even, includes anchor reinforcing bar, has internal screw thread connecting sleeve and connecting reinforcement with anchor reinforcing bar one end spiro union, anchor reinforcing bar and connecting sleeve are pre-buried in the outer wall body, connecting reinforcement one end and connecting sleeve other end spiro union, connecting sleeve and connecting reinforcement spiro union end terminal surface meet with wall body outside template, the connecting reinforcement other end is located the outer wall and connects in a pull rod middle part perpendicularly, lie in connecting reinforcement both sides department respectively the level on the pull rod and link firmly a horizontal steel pipe, the one end butt of horizontal steel pipe is on the outer wall surface, and the other end links firmly through fastener and the riser of scaffold frame or violently the pipe.
Preferably, the pull rod is vertically arranged, the two horizontal steel pipes are respectively arranged on the upper side and the lower side of the connecting steel bar, the upper portion and the lower portion of the pull rod are respectively sleeved with a vertical steel pipe, the vertical steel pipe is fixedly connected with the horizontal steel pipe corresponding to the vertical steel pipe through a fastener, the two horizontal steel pipes are fixedly connected with the vertical pipe of the scaffold, and the two horizontal steel pipes are connected through an S-shaped hook.
Preferably, the pull rod is vertically arranged, the two horizontal steel pipes are respectively arranged on the upper side and the lower side of the connecting steel bar, through holes for the pull rod to pass through are formed in the two horizontal steel pipes, the upper end and the lower end of the pull rod respectively pass through the through holes in the corresponding horizontal steel pipes, the two horizontal steel pipes are connected through the S-shaped hook, and the two horizontal steel pipes are fixedly connected with the vertical pipe of the scaffold.
Preferably, the anchoring steel bar is L-shaped, and a longer section of the anchoring steel bar is horizontally arranged and is in threaded connection with one end of the connecting sleeve.
Preferably, the connecting sleeve is provided with a sleeve protective cap in a clamping manner at one end, connected with the connecting steel bar in a threaded manner, of the connecting sleeve before the outer wall body is poured with concrete, a buffer rubber strip is arranged on the outer side of the sleeve protective cap and connected with a template on the outer side of the outer wall body, so that the concrete is prevented from entering the connecting sleeve when the concrete is poured, and the sleeve protective cap and the buffer rubber strip are taken out after the template is removed after the outer wall body is poured.
Compared with the prior art, the utility model following beneficial effect has: this device is through setting up pre-buried anchoring reinforcing bar and connecting sleeve, utilize connecting sleeve to connect anchoring reinforcing bar and connecting reinforcing bar, the spiro union can be dismantled between connecting reinforcing bar and the connecting sleeve, after pouring and accomplishing outer wall, with connecting reinforcing bar and connecting sleeve spiro union, and through horizontal steel pipe and scaffold connection, make firm connection between scaffold and the outer wall, when demolising at last, because connecting reinforcing bar and connecting sleeve spiro union, dismantlement that can be very convenient, need not use the gas cutting to damage the connecting reinforcing bar, connecting reinforcing bar and horizontal steel pipe can also used repeatedly, and therefore, the cost is reduced.
Drawings
Fig. 1 is a schematic view of an installation state of an embodiment of the present invention;
fig. 2 is the embodiment of the present invention, in which the anchoring reinforcing bars and the connecting sleeves are connected before being embedded.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
In the specific implementation: referring to fig. 1 and 2, the outer wall scaffold wall connecting structure comprises an anchoring steel bar 1, a connecting sleeve 2 with an internal thread and connected with one end of the anchoring steel bar in a screwed mode, and a connecting steel bar 3, wherein the anchoring steel bar and the connecting sleeve are pre-embedded in an outer wall 4, one end of the connecting steel bar 3 is connected with the other end of the connecting sleeve 2 in a screwed mode, the end face of the screwed end of the connecting sleeve 2 and the end face of the connecting steel bar are connected with a template outside the wall, the other end of the connecting steel bar is located outside the outer wall and is vertically connected to the middle of a pull rod 5, two sides of the connecting steel bar on the pull rod are respectively and horizontally fixedly connected with a transverse steel pipe 6, one end of the transverse steel pipe abuts against.
Therefore, this device is through setting up pre-buried anchoring reinforcing bar 1 and connecting sleeve 2, utilize connecting sleeve to connect anchoring reinforcing bar and connecting reinforcing bar 3, the spiro union can be dismantled between connecting reinforcing bar and the connecting sleeve, after pouring and accomplishing outer wall body 4, with connecting reinforcing bar and connecting sleeve spiro union, and through horizontal steel pipe 6 and scaffold connection, make firm connection between scaffold and the outer wall, when dismantling at last, because connecting reinforcing bar 3 and connecting sleeve 2 spiro union, can very convenient dismantlement, need not use gas cutting to damage the connecting reinforcing bar, connecting reinforcing bar and horizontal steel pipe can also used repeatedly, and therefore, the cost is reduced, connecting sleeve meets with connecting reinforcing bar spiro union end and wall body outside template and can make the wall body avoid the concrete to get into in the connecting sleeve when pouring the concrete, after the template is got rid of in the later stage, connecting sleeve can be direct with the connecting reinforcing bar spiro union.
Preferably, the pull rod 5 is vertically arranged, the two horizontal steel pipes 6 are respectively arranged on the upper side and the lower side of the connecting steel bar 3, the upper part and the lower part of the pull rod are respectively sleeved with a vertical steel pipe 9, the vertical steel pipe is fixedly connected with the horizontal steel pipe 6 corresponding to the vertical steel pipe through a fastener 7, the two horizontal steel pipes are fixedly connected with the vertical pipe of the scaffold, and the two horizontal steel pipes are connected through an S-shaped hook 10.
It is so, through establishing perpendicular steel pipe 9 respectively to overlap in 5 upper portions of pull rod and lower parts, utilize fastener can be more convenient connect perpendicular steel pipe and horizontal steel pipe, hook two horizontal steel pipes through S-shaped crotch 10 again, make it remain stable, the firm connection scaffold and the outer wall of wall device ability of formation, the pull rod can also the level set up in addition, two horizontal steel pipes just are located the connecting reinforcement left and right sides like this, two horizontal steel pipes can pass through the fastener with the violently pipe of scaffold frame and link to each other.
Preferably, the pull rod is vertically arranged, the two horizontal steel pipes are respectively arranged on the upper side and the lower side of the connecting steel bar, through holes for the pull rod to pass through are formed in the two horizontal steel pipes, the upper end and the lower end of the pull rod respectively pass through the through holes in the corresponding horizontal steel pipes, the two horizontal steel pipes are connected through the S-shaped hook, and the two horizontal steel pipes are fixedly connected with the vertical pipe of the scaffold.
Therefore, the scheme that the pull rod and the transverse steel pipe are connected by arranging the two vertical steel pipes is adopted, the through holes can be formed in the two transverse steel pipes, the two ends of the pull rod penetrate through the corresponding through holes, the connection is stable through the S-shaped hooks, the vertical steel pipes can be saved, the punching operation is needed, and the steps are slightly complicated.
Preferably, the anchoring steel bar 1 is L-shaped, and a longer section of the anchoring steel bar is horizontally arranged and is in threaded connection with one end of the connecting sleeve 2.
Thus, the anchoring reinforcing steel bars are L-shaped, so that the anchoring reinforcing steel bars can be firmly anchored in the wall body in a hook shape, the anchoring reinforcing steel bars can be bound and fixed with the reinforcing steel bars of the wall body when the anchoring reinforcing steel bars are pre-embedded,
preferably, a sleeve protective cap 11 is clamped at one end of the connecting sleeve 2, which is in threaded connection with the connecting steel bar 3, before the outer wall body is poured with concrete, a buffer rubber strip 12 is arranged outside the sleeve protective cap, the buffer rubber strip is connected with a template outside the outer wall body, so that the concrete is prevented from entering the connecting sleeve when the concrete is poured, and the sleeve protective cap and the buffer rubber strip are taken out after the template is removed after the outer wall body is poured with concrete.
Therefore, before the concrete of the wall body is cast, the sleeve protective cap is clamped at one end of the connecting sleeve in threaded connection with the connecting reinforcing steel bar, the connecting sleeve 2 is sealed by the sleeve protective cap 11, the concrete is completely prevented from entering the connecting sleeve to block the connecting sleeve, the buffer rubber strip is arranged on the outer side of the sleeve protective cap and is connected with the template, the template impact on the sleeve protective cap is reduced, the sleeve protective cap and the buffer rubber strip are made of plastic materials and are disposable, when the sleeve protective cap is taken out in the later period, the sleeve protective cap is broken and pulled out, one end of the sleeve protective cap is clamped into the connecting sleeve in a smaller mode, and the other end of the sleeve protective cap is buckled on the end.
While 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 variations may 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, and thus the embodiments of the invention are intended to be illustrative only and are not intended to be limiting of the invention in any way whatsoever.
Claims (5)
1. The utility model provides an outer wall scaffold frame is wall structure even which characterized in that: the steel bar connecting structure comprises anchoring steel bars, a connecting sleeve and connecting steel bars, wherein the connecting sleeve is connected with one end of each anchoring steel bar in a threaded manner and provided with an internal thread, the anchoring steel bars and the connecting sleeve are embedded in an outer wall body, one end of each connecting steel bar is connected with the other end of the connecting sleeve in a threaded manner, the connecting sleeve is connected with a template on the outer side of the wall body at the end face of the threaded end of each connecting steel bar, the other end of each connecting steel bar is positioned outside the outer wall and is vertically connected to the middle of a pull rod, a transverse steel pipe is horizontally and fixedly connected to the two sides of each connecting steel bar on the pull rod.
2. An exterior wall scaffold wall connecting structure according to claim 1, wherein: the pull rod is vertically arranged, the two transverse steel pipes are respectively arranged on the upper side and the lower side of the connecting steel bar, the upper portion and the lower portion of the pull rod are respectively sleeved with a vertical steel pipe, the vertical steel pipe is fixedly connected with the transverse steel pipe corresponding to the position of the vertical steel pipe through a fastener, the two transverse steel pipes are fixedly connected with a vertical pipe of the scaffold, and the two transverse steel pipes are connected through an S-shaped hook.
3. An exterior wall scaffold wall connecting structure according to claim 1, wherein: the pull rod is vertically arranged, the two transverse steel pipes are respectively arranged on the upper side and the lower side of the connecting steel bar, through holes for the pull rod to pass through are formed in the two transverse steel pipes, the upper end and the lower end of the pull rod respectively pass through the through holes in the corresponding transverse steel pipes, the two transverse steel pipes are connected through the S-shaped hooks, and the two transverse steel pipes are fixedly connected with the vertical pipe of the scaffold.
4. An exterior wall scaffold wall connecting structure according to claim 1, wherein: the anchoring steel bar is L-shaped, and a longer section of the anchoring steel bar is horizontally arranged and is in threaded connection with one end of the connecting sleeve.
5. An exterior wall scaffold wall connecting structure according to claim 1, wherein: the connecting sleeve is provided with a sleeve protective cap in a clamping mode with one end, connected with a connecting steel bar in a threaded mode, of the connecting sleeve before concrete is poured on the outer wall body, a buffering rubber strip is arranged on the outer side of the sleeve protective cap and connected with a formwork on the outer side of the outer wall body, so that concrete is prevented from entering the connecting sleeve when the concrete is poured, and the sleeve protective cap and the buffering rubber strip are taken out after the formwork is removed after the outer wall body is poured.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022109471.XU CN213391169U (en) | 2020-09-24 | 2020-09-24 | Outer wall scaffold is wall structure even |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022109471.XU CN213391169U (en) | 2020-09-24 | 2020-09-24 | Outer wall scaffold is wall structure even |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN213391169U true CN213391169U (en) | 2021-06-08 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202022109471.XU Active CN213391169U (en) | 2020-09-24 | 2020-09-24 | Outer wall scaffold is wall structure even |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN213391169U (en) |
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2020
- 2020-09-24 CN CN202022109471.XU patent/CN213391169U/en active Active
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