CN208087088U - A kind of tower crane attached wall joint reinforcing structure - Google Patents
A kind of tower crane attached wall joint reinforcing structure Download PDFInfo
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- CN208087088U CN208087088U CN201721523665.6U CN201721523665U CN208087088U CN 208087088 U CN208087088 U CN 208087088U CN 201721523665 U CN201721523665 U CN 201721523665U CN 208087088 U CN208087088 U CN 208087088U
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- tower crane
- steel
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Abstract
The utility model is related to a kind of tower crane attached wall joint reinforcing structures, including orthogonal wall, steel plate is installed on the above and below of horizontal wall, the bolt of wall is passed through to be fixedly connected by least two groups between steel plate, it is welded with connecting node on the steel plate of wall top surface, the pull rod of tower crane is hingedly installed on connecting node, steel plate is installed on the forward and backward face of vertical wall, the bolt of wall is passed through to be fixedly connected by least two groups between steel plate, being welded with more parallel I-steel between two vertical steel plates on the inside of wall forms gusseted.
Description
Technical field
The utility model is related to building fields, and in particular to tower crane attached wall joint reinforcing knot in a kind of building construction process
Structure.
Background technology
Building usually sets up tower crane on the platform of building, and tower crane needs to do bracing reinforcement with more oblique pull connecting rods.It is existing
Usually added with bolt connection through walls between the both sides of horizontal wall or vertical wall, steel plate with a pair of of steel plate clamping in technology
Gu welding node on steel plate is used for the fixation of connecting rod end.Wall concrete cracking usually occurs in practice for this arrangement and method for construction
Situation.
Invention content
The purpose of this utility model is to provide a kind of tower crane attached wall joint reinforcing structures of solution wall concrete cracking.
To achieve the above objectives, the technical solution that the utility model is taken is：
A kind of tower crane attached wall joint reinforcing structure, including orthogonal wall are equipped on the above and below of horizontal wall
Steel plate passes through the bolt of wall to be fixedly connected between a pair of of steel plate on horizontal wall, on the steel plate of wall top surface by least two groups
It is welded with connecting node, the pull rod of tower crane is hingedly installed on connecting node, steel plate is equipped on the forward and backward face of vertical wall, erects
It passes through the bolt of wall to be fixedly connected by least two groups between a pair of of steel plate on stalk body, is welded between two vertical steel plates on the inside of wall
It is connected to more parallel I-steel and forms gusseted.
Further, three rows three are welded between two vertical steel plates on the inside of the wall and arrange equidistantly uniformly distributed parallel I-shaped
Steel.
After taking above technical scheme, the beneficial effects of the utility model are：Power on a pair of of iron plate is passed through into I-steel
Share to two pairs of iron plates while bearing, reduce shearing force of the iron plate to wall, while ensureing when crack occurs for a wall,
Another wall can continue to support, and improve the safety of node.
Description of the drawings
Fig. 1 is the structural schematic diagram of the utility model；
In figure：Horizontal wall 1, vertical wall 2, steel plate 3, bolt 4, connecting node 5, I-steel 6.
Specific implementation mode
Specific embodiment of the present utility model is further described below in conjunction with attached drawing：
As shown in Figure 1, a kind of tower crane attached wall joint reinforcing structure, including orthogonal wall 1,2, horizontal wall 1
Above and below on a pair of of steel plate 3 is installed, this on horizontal wall 1 is passed through the bolt 4 of wall between steel plate by least two groups
It is fixedly connected, connecting node 5 is welded on the steel plate of wall top surface, the pull rod of tower crane is hingedly installed on connecting node 5, vertical wall
A pair of of steel plate is also installed, this on vertical wall 2 passes through wall between steel plate by least two groups on the forward and backward face of body 2
Bolt is fixedly connected, and being welded with more parallel I-steel 6 between 1,2 two vertical steel plates 3 of inside of wall forms gusseted.For
Guarantee support effect is welded with three rows three between two steel plates and arranges nine equidistantly uniformly distributed parallel I-steel.In the pull rod of tower crane
To node generate pulling force either pressure when the compression born of original one group of steel plate or shear stress pass through 6 part of I-steel point
Another group of steel plate on another face wall has been spread out, the concrete cracking of wall is avoided.
Claims (2)
1. a kind of tower crane attached wall joint reinforcing structure, including orthogonal wall, steel is installed on the above and below of horizontal wall
Plate passes through the bolt of wall to be fixedly connected between a pair of of steel plate on horizontal wall, is welded on the steel plate of wall top surface by least two groups
It is connected to connecting node, the pull rod of tower crane is hingedly installed on connecting node, which is characterized in that installed on the forward and backward face of vertical wall
There is steel plate, pass through the bolt of wall to be fixedly connected by least two groups between a pair of of steel plate on vertical wall, two is vertical on the inside of wall
Steel plate between be welded with more parallel I-steel and form gusseteds.
2. a kind of tower crane attached wall joint reinforcing structure according to claim 1, which is characterized in that two hang down on the inside of the wall
It is welded with three rows three between straight steel plate and arranges equidistantly uniformly distributed parallel I-steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721523665.6U CN208087088U (en) | 2017-11-15 | 2017-11-15 | A kind of tower crane attached wall joint reinforcing structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721523665.6U CN208087088U (en) | 2017-11-15 | 2017-11-15 | A kind of tower crane attached wall joint reinforcing structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN208087088U true CN208087088U (en) | 2018-11-13 |
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ID=64067840
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721523665.6U Active CN208087088U (en) | 2017-11-15 | 2017-11-15 | A kind of tower crane attached wall joint reinforcing structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN208087088U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110921524A (en) * | 2019-12-02 | 2020-03-27 | 常德市鼎鑫机械有限公司 | Tower crane supporting structure of detachable supporting rod |
| CN112591627A (en) * | 2020-12-14 | 2021-04-02 | 上海建工七建集团有限公司 | Prefabricated assembly structure tower crane wall-attached rod piece connecting structure and method |
-
2017
- 2017-11-15 CN CN201721523665.6U patent/CN208087088U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110921524A (en) * | 2019-12-02 | 2020-03-27 | 常德市鼎鑫机械有限公司 | Tower crane supporting structure of detachable supporting rod |
| CN112591627A (en) * | 2020-12-14 | 2021-04-02 | 上海建工七建集团有限公司 | Prefabricated assembly structure tower crane wall-attached rod piece connecting structure and method |
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