CN211998566U - Wall attaching structure of super high-rise tower crane - Google Patents
Wall attaching structure of super high-rise tower crane Download PDFInfo
- Publication number
- CN211998566U CN211998566U CN202020226774.7U CN202020226774U CN211998566U CN 211998566 U CN211998566 U CN 211998566U CN 202020226774 U CN202020226774 U CN 202020226774U CN 211998566 U CN211998566 U CN 211998566U
- Authority
- CN
- China
- Prior art keywords
- otic placode
- major structure
- tower crane
- screw rod
- wall
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Images
Landscapes
- Jib Cranes (AREA)
Abstract
The utility model provides a superelevation layer tower crane attaches wall structure, including major structure and otic placode, the major structure is the floor, girder or shear force wall, and the otic placode is the tower crane otic placode, and the major structure setting is hugged closely to the otic placode, and the upside distribution of otic placode is provided with a plurality of gaskets, and the opposite side laminating of major structure is provided with the steel sheet, and every gasket all corresponds and is provided with a screw rod, and the screw rod passes gasket, otic placode, major structure and steel sheet in proper order, and the both ends of screw rod all establish the nut soon in order to be fixed in major structure's relative both sides with otic placode and steel. The method aims to solve the problems that embedded parts of some project tower cranes are often damaged and new wall-attached construction technologies are urgently needed to be designed. Belonging to the technical field of wall-attached installation of tower cranes.
Description
Technical Field
The utility model provides a superelevation layer tower crane attaches wall structure belongs to tower crane and attaches wall installation technical field.
Background
At present, the wall-attached installation of the tower crane in normal projects is in an embedded mode, the tower crane can be guaranteed to be normally lifted along with the height of a tower, but embedded parts of part of project tower cranes are often damaged, a new wall-attached construction technology needs to be designed to solve the problem, and the normal construction progress is guaranteed.
Disclosure of Invention
The utility model aims to provide a: the utility model provides a super high-rise tower crane attaches wall structure to solve some project tower crane's built-in fitting often can be destroyed, the urgent problem that needs design new wall construction technique of attaching.
For solving above-mentioned problem, plan to adopt such super high-rise tower crane to attach wall structure, including major structure and otic placode, the major structure is the floor, girder or shear force wall, the otic placode is the tower crane otic placode, the major structure setting is hugged closely to the otic placode, and the upside distribution of otic placode is provided with a plurality of gaskets, the opposite side laminating of major structure is provided with the steel sheet, every gasket all corresponds and is provided with a screw rod, the screw rod passes the gasket in proper order, the otic placode, major structure and steel sheet, and the both ends of screw rod all establish the nut soon in order to be fixed in the relative both sides of major structure with otic placode and.
Compared with the prior art, the utility model discloses can be under construction on different structural planes according to on-the-spot actual conditions, including concrete floor, girder and shear force wall etc.. The traditional process needs to chisel concrete, weld the lug plates and the reinforcing steel bars, greatly damage the structure, and has low construction efficiency, and the later stage needs to be repaired. The utility model discloses a contrast and produce under the prerequisite of multiple construction process and construction experience, construction convenience, the security is high, can be used to the project that tower crane reinstalled, market is wide.
Drawings
Fig. 1 is a schematic structural diagram of the present invention;
fig. 2 is a schematic front view of the present invention.
Detailed Description
In order to make the explanation of the present invention more clear, the present invention will be further described in detail with reference to the accompanying drawings.
Example (b):
referring to fig. 1 and 2, this embodiment provides an ultra-high-rise tower crane attaches wall structure, including major structure 1 and otic placode 2, major structure 1 is the floor, girder or shear force wall, otic placode 2 is the tower crane otic placode, major structure 1 setting is hugged closely to otic placode 2, and the upside distribution of otic placode 2 is provided with a plurality of gaskets 3, major structure 1's opposite side laminating is provided with steel sheet 4, every gasket 3 all corresponds and is provided with a screw rod 5, screw rod 5 passes gasket 3 in proper order, otic placode 2, major structure 1 and steel sheet 4, and screw rod 5's both ends are all revolved and are established nut 6 in order to be fixed in major structure 1's relative both sides with otic placode 2 and steel sheet 4.
The types of the lug plates 2 need to be set according to the types and specifications of different tower cranes, and the screw rods 5 and the nuts 6 need to be calculated and set according to the stress condition and the structural plane reinforcement ratio of the tower cranes.
The utility model is suitable for a tower crane's reinstallation, profit otic placode and screw rod, nut and structure carry out fixed connection, and otic placode and steel sheet, screw rod nut all can recycle many times, have energy-concerving and environment-protective function.
Claims (2)
1. The utility model provides a super high-rise tower crane attaches wall structure which characterized in that: including major structure (1) and otic placode (2), major structure (1) is the floor, girder or shear force wall, otic placode (2) are tower crane otic placode, major structure (1) setting is hugged closely in otic placode (2), and the upside distribution of otic placode (2) is provided with a plurality of gaskets (3), the opposite side laminating of major structure (1) is provided with steel sheet (4), every gasket (3) all correspond and are provided with one screw rod (5), gasket (3) are passed in proper order in screw rod (5), otic placode (2), major structure (1) and steel sheet (4), and the both ends of screw rod (5) are all revolved and are established nut (6) in order to be fixed in the relative both sides of major structure (1) otic placode (2) and steel sheet (4).
2. The ultra-high-rise tower crane wall-attached structure according to claim 1, characterized in that: the ear plate (2) is made of Q345B steel.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020226774.7U CN211998566U (en) | 2020-02-28 | 2020-02-28 | Wall attaching structure of super high-rise tower crane |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020226774.7U CN211998566U (en) | 2020-02-28 | 2020-02-28 | Wall attaching structure of super high-rise tower crane |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN211998566U true CN211998566U (en) | 2020-11-24 |
Family
ID=73423701
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202020226774.7U Active CN211998566U (en) | 2020-02-28 | 2020-02-28 | Wall attaching structure of super high-rise tower crane |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN211998566U (en) |
-
2020
- 2020-02-28 CN CN202020226774.7U patent/CN211998566U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN208668721U (en) | Detachable prefabricated assembled steel-concrete composite beam plate | |
| CN109667354B (en) | Vertical energy dissipation seam connecting device of assembled shear force wall | |
| CN207004146U (en) | A kind of bracing means for high voltage power transmission angle steel tower principal post angle steel | |
| CN113638489B (en) | RC beam column node can be dismantled to assembled | |
| CN107313347A (en) | The assembled combination beam and construction method of replaceable antifatigue damage member | |
| CN108827672A (en) | Multi-point equispaced load flexible connection space multistage distribution beam system and its implementation method | |
| CN211998566U (en) | Wall attaching structure of super high-rise tower crane | |
| CN104032861B (en) | Mixing coupled wall steel column and non-energy dissipating beam connecting node structure and construction method thereof | |
| CN209741646U (en) | Thin connecting component between main beam and abutment of corrugated steel web composite bridge | |
| CN2663553Y (en) | Composite beam of floorslab on bottom flange of steel beam | |
| CN203783181U (en) | Prestressing reinforcement device for temporary overloading on basement roof | |
| CN203947381U (en) | A kind of steel concrete chain type plate | |
| CN214993221U (en) | Corrugated steel plate-concrete composite structure suitable for culvert reinforcement and transformation | |
| CN215406919U (en) | Completely-assembled steel-concrete beam | |
| CN215563537U (en) | Energy-consuming dry-type connecting device based on memory alloy | |
| CN215052155U (en) | Continuous beam combined shear connector structure device | |
| CN206110793U (en) | Do not take framework of ground area | |
| CN204920256U (en) | Iron tower basis safety cover | |
| CN209891418U (en) | Pre-buried connecting piece and concrete member | |
| CN212670349U (en) | Limited operation space steel case roof beam edge of a wing profiled sheet reinforcing apparatus that encorbelments | |
| CN208168087U (en) | A kind of dismountable floor plates system | |
| CN211114317U (en) | Steel bar truss composite floor slab | |
| CN203487782U (en) | Self-bearing type detachable steel bar truss template connecting piece | |
| CN111088860A (en) | Three-dimensional shear-resistant reinforced concrete shear wall | |
| CN207003765U (en) | Assembling type steel structure builds self-bearing type steel truss form bracing system |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |