CN211647259U - Scaffold wall connecting piece - Google Patents
Scaffold wall connecting piece Download PDFInfo
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- CN211647259U CN211647259U CN201921854988.2U CN201921854988U CN211647259U CN 211647259 U CN211647259 U CN 211647259U CN 201921854988 U CN201921854988 U CN 201921854988U CN 211647259 U CN211647259 U CN 211647259U
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- rod piece
- embedded
- scaffold frame
- scaffold
- connecting rod
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Abstract
The utility model discloses a scaffold frame is wall spare even relates to appurtenance technical field for the construction. The method aims at solving the problems of large engineering quantity and complex operation of the existing scaffold reinforcing method. It includes: the anchoring end of the embedded rod piece is embedded in the existing building structure; the connecting rod piece, the connecting rod piece level sets up between scaffold frame and building existing structure, and the one end of connecting the rod piece is connected with the pole setting of scaffold frame, and the other end of connecting the rod piece and the end swing joint that exposes of pre-buried rod piece are fixed in building existing structure indirectly through scaffold frame even wall spare with the scaffold frame, utilize building existing structure as the outrigger of scaffold frame to avoid scaffold frame to take place to overturn under the pressure effect, incident such as deformation.
Description
Technical Field
The utility model relates to an appurtenance technical field for the construction, in particular to scaffold frame is wall spare even.
Background
With the continuous development of the building industry, the construction amount of engineering projects is continuously increased, high-rise buildings and even super high-rise buildings are also increased, the scaffold is used as a building envelope and an operation platform for building construction, and the reinforcing engineering of the scaffold is very important for reducing safety accidents.
At present, the common scaffold reinforcing method is as follows: one end of the steel pipe is embedded in the main structure of the building, the other end of the steel pipe is connected with the scaffold through a fastener, and after the scaffold is dismantled, the hollow steel pipe needs to be cut and concrete needs to be buried, so that the engineering quantity is increased; besides, for the dead angle position where the steel pipe cannot be embedded, the steel pipe must be connected to the steel plate in a welding mode, then the steel plate is fixed to the main building structure through expansion screws, the engineering quantity is large, the number of operation links is large, time is wasted, and materials are wasted easily.
Disclosure of Invention
The method aims at solving the problems of large engineering quantity and complex operation of the existing scaffold reinforcing method. The utility model aims at providing a scaffold frame is wall spare even, even wall spare through the scaffold frame with the scaffold frame indirect fixation in building existing structure, utilize building existing structure as the outrigger of scaffold frame to avoid scaffold frame to take place to overturn under the pressure effect, incident such as deformation.
The utility model provides a technical scheme that its technical problem adopted is, a scaffold frame is wall spare even, it includes:
the anchoring end of the embedded rod piece is embedded in the existing building structure;
the connecting rod piece, the connecting rod piece level sets up between scaffold frame and the existing structure of building, the one end of connecting rod piece with the pole setting of scaffold frame is connected, the other end of connecting rod piece with the end swing joint that exposes of pre-buried member.
The utility model discloses a scaffold frame wall connecting piece, including the embedded member that one end is buried underground in building existing structure, and both ends respectively with scaffold frame and embedded member swing joint's connecting rod piece, through scaffold frame wall connecting piece with scaffold frame indirect fixation in building existing structure, utilize building existing structure as scaffold frame's stable support to avoid scaffold frame to take place the incident such as turnover, deformation under the pressure effect, this scaffold frame wall connecting piece simple structure, easily installation and dismantlement; and the embedded rod piece is flexible in installation position, additional components such as steel plates do not need to be added, and the working efficiency of scaffold reinforcement is improved.
Preferably, one end of the connecting rod piece close to the embedded rod piece is abutted against the existing building structure.
Preferably, the embedded rod is made of flat iron.
Preferably, the anchoring end of the embedded rod piece embedded in the existing building structure is U-shaped, L-shaped or T-shaped.
Preferably, the connecting rod piece is made of a steel pipe material.
Preferably, a plurality of corresponding bolt holes which are equidistant are formed in the embedded rod piece and the connecting rod piece, and the embedded rod piece and the connecting rod piece are connected through bolts penetrating through the bolt holes.
Drawings
Fig. 1 is a schematic structural view of an embodiment of the scaffold wall connecting member of the present invention;
fig. 2 is a schematic structural view of a connecting rod member in an embodiment of the scaffold wall connecting member of the present invention;
fig. 3 is a schematic view of the connection relationship of the scaffold connecting wall member of the present invention to fix the scaffold to the existing building structure.
The numbers in the figures are as follows:
building an existing structure 1; a vertical rod 2; the scaffold wall connecting member 10; pre-burying a rod piece 11; an anchoring end 11 a; an exposed end 11 b; a connecting rod 12; the bolt holes 12 a; a bolt 14.
Detailed Description
The present invention will be described in further detail with reference to the following drawings and specific embodiments. It should be noted that the drawings are in simplified form and are not to precise scale, and are provided for convenience and clarity in order to facilitate the description of the embodiments of the present invention. For convenience of description, the directions of "up" and "down" in the following description are the same as the directions of "up" and "down" in the drawings, but this should not be construed as limiting the technical solution of the present invention.
The scaffold wall connecting member of the present invention is described with reference to fig. 1 to 3, and includes:
the embedded rod piece 11, the anchoring end 11a of the embedded rod piece 11 is embedded in the existing building structure 1;
the connecting rod 12 is horizontally arranged between the scaffold and the existing building structure 1, one end of the connecting rod 12 is connected with the upright rod 2 of the scaffold, and the other end of the connecting rod 12 is movably connected with the exposed end 11b of the embedded rod 11.
The utility model discloses a scaffold frame wall connecting piece, including the embedded member 11 that one end is buried underground in building existing structure 1, and both ends respectively with scaffold frame and embedded member 11 swing joint's connecting rod 12, through scaffold frame wall connecting piece 10 with scaffold frame indirect fixation in building existing structure 1, utilize building existing structure 1 as the stable support of scaffold frame, thereby avoid scaffold frame to take place to overturn under the pressure effect, incident such as deformation, this scaffold frame wall connecting piece 10 simple structure, easily installation and dismantlement; in addition, the installation position of the embedded rod piece 11 is flexible, additional components such as steel plates do not need to be added, and the work efficiency of scaffold reinforcement is improved.
As shown in fig. 3, the end of the connecting rod 12 close to the embedded rod 11 abuts against the existing building structure 1, so that the scaffold can be prevented from inclining and shaking in the horizontal direction under the action of external force, and the stability of the scaffold can be improved.
As shown in fig. 1, the embedded rod 11 is made of flat iron, and the flat iron is made of solid steel, so that after the scaffold is dismantled, the exposed part of the embedded rod 11 is cut, concrete does not need to be filled, the workload is reduced, and the construction efficiency is improved.
Further, the anchoring end 11a of the embedded rod member 11 embedded in the existing building structure 1 is U-shaped, L-shaped, T-shaped, or the like, and thus the anchoring force between the embedded rod member 11 and the existing building structure 1 can be enhanced. The size of the embedded bar 11 of this embodiment is 300mm long, 40mm wide and 4mm thick, the shape of the anchoring end 11a of the embedded bar 11 is preferably a U-shaped hook, and the length of the U-shaped hook is 50mm, the length of the embedded bar 11 embedded in the existing building structure 1 is 180mm, and the length of the exposed end 11b of the embedded bar 11 is 120 mm.
The connecting rod piece 12 is made of a steel pipe material with the diameter of 48.3 multiplied by 3.6, is convenient to obtain materials and can be recycled.
As shown in fig. 2, a plurality of corresponding equidistant bolt holes 12a are formed in the embedded rod 11 and the connecting rod 12, the embedded rod 11 and the connecting rod 12 are connected through bolts 14 penetrating through the bolt holes 12a, in this embodiment, the embedded rod 11 and the connecting rod 12 are connected through phi 12 bolts, so that the embedded rod is convenient to assemble and disassemble, fine adjustment can be performed according to the actual distance between the scaffold upright rod 2 and the embedded rod 11, and the operation is flexible and convenient.
The use process of the scaffold wall connecting piece of the present invention is described below with reference to fig. 1 to 3, and the specific steps are as follows:
when a building wall or a structural beam is poured, the anchoring end 11a of the embedded rod piece 11 is embedded into the building wall or the structural beam, a scaffold is built, one end of the connecting rod piece 12 is movably connected with the vertical rod 2 of the scaffold through a fastener, the other end of the connecting rod piece 12 is in bolt connection with the exposed end 11b of the embedded rod piece 11, and therefore the scaffold is stably supported on the poured building wall or the structural beam.
To sum up, at first, bury the anchor end 11a of pre-buried member 11 in building existing structure 1, rethread connecting rod 12 supports scaffold frame stability in building existing structure 1, and the reinforcement operating procedure of scaffold frame is simple, and bearing structure safe and reliable, easy dismounting is swift to construction efficiency has been improved.
The above description is only for the purpose of describing the preferred embodiments of the present invention, and is not intended to limit the scope of the present invention, so that any changes and modifications made by those skilled in the art according to the above disclosure are all within the scope of the appended claims.
Claims (6)
1. A scaffolding wall element, comprising:
the anchoring end of the embedded rod piece is embedded in the existing building structure;
the connecting rod piece, the connecting rod piece level sets up between scaffold frame and the existing structure of building, the one end of connecting rod piece with the pole setting of scaffold frame is connected, the other end of connecting rod piece with the end swing joint that exposes of pre-buried member.
2. The scaffolding wall element as claimed in claim 1, wherein: and one end of the connecting rod piece, which is close to the embedded rod piece, is abutted against the existing structure of the building.
3. The scaffolding wall element as claimed in claim 1, wherein: the embedded rod piece is made of flat iron.
4. The scaffolding wall element as claimed in claim 3, wherein: the anchoring end of the embedded rod piece embedded in the existing building structure is U-shaped, L-shaped or T-shaped.
5. The scaffolding wall element as claimed in claim 1, wherein: the connecting rod piece is made of steel pipe materials.
6. The scaffolding wall element as claimed in claim 1, wherein: the embedded rod piece and the connecting rod piece are provided with a plurality of corresponding bolt holes at equal intervals, and the embedded rod piece and the connecting rod piece are connected through bolts penetrating through the bolt holes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921854988.2U CN211647259U (en) | 2019-10-31 | 2019-10-31 | Scaffold wall connecting piece |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921854988.2U CN211647259U (en) | 2019-10-31 | 2019-10-31 | Scaffold wall connecting piece |
Publications (1)
| Publication Number | Publication Date |
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| CN211647259U true CN211647259U (en) | 2020-10-09 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201921854988.2U Active CN211647259U (en) | 2019-10-31 | 2019-10-31 | Scaffold wall connecting piece |
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| CN (1) | CN211647259U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110821141A (en) * | 2019-10-31 | 2020-02-21 | 上海建工七建集团有限公司 | Scaffold wall connecting piece and using method thereof |
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2019
- 2019-10-31 CN CN201921854988.2U patent/CN211647259U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110821141A (en) * | 2019-10-31 | 2020-02-21 | 上海建工七建集团有限公司 | Scaffold wall connecting piece and using method thereof |
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