CN205444859U - A stores pylon structure for big template - Google Patents
A stores pylon structure for big template Download PDFInfo
- Publication number
- CN205444859U CN205444859U CN201521119270.0U CN201521119270U CN205444859U CN 205444859 U CN205444859 U CN 205444859U CN 201521119270 U CN201521119270 U CN 201521119270U CN 205444859 U CN205444859 U CN 205444859U
- Authority
- CN
- China
- Prior art keywords
- section steel
- large form
- steel
- attached wall
- wall channel
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- Expired - Fee Related
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 38
- 239000010959 steel Substances 0.000 claims abstract description 38
- 238000000465 moulding Methods 0.000 claims description 4
- 230000008878 coupling Effects 0.000 abstract 2
- 238000010168 coupling process Methods 0.000 abstract 2
- 238000005859 coupling reaction Methods 0.000 abstract 2
- 238000010276 construction Methods 0.000 description 4
- 238000005516 engineering process Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 1
- 239000006185 dispersion Substances 0.000 description 1
- 230000001771 impaired effect Effects 0.000 description 1
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Abstract
The utility model provides a stores pylon structure for big template, the stores pylon structure includes stores pylon, operation platform, first attach the wall chase steel and the second attaches the wall chase steel, the stores pylon cross -section is right angled triangle, first attach wall chase steel, second attach the wall chase steel perpendicularly upwards the order rigid coupling in big template, the right angled triangle stores pylon is fixed with its vertical edge attaches wall chase steel department first to its horizontal limit rigid coupling is in the operation platform below, the operation platform level sets up, and its one end is met with big template, the hinged end of the other end for being equipped with the pin joint, and hinged end department hinges to have draws the body to one side, drawing body one end to draw to one side and holding operation platform, the other end articulates on the second attaches the wall chase steel. The utility model discloses provide aerial job environment for constructor in the time of can the concrete placing, possess better load performance, and whole load is more dispersed, difficult damage template.
Description
Technical field
This utility model relates to construction equipment for building, a kind of hanging rack structure for large form.
Background technology
In the work progress of skyscraper, need to arrange external scaffolding at building external, progress along with Building technology, some units in charge of construction are had to begin to use pylon, pylon is wall-attached external scaffolding, it can give the safer reliable working environment of workmen one, but it is architectural owing to being hung on outside being, its load-carrying construction is needed to possess preferable safety, and bigger load can be born, when pylon is constructed for concrete placings, being fixed on the pylon load at template can not cause damage to template.
Summary of the invention
The utility model proposes a kind of hanging rack structure for large form, preferable load performance can be had to provide aerial work environment for workmen during concrete placings, and overall load is relatively decentralized, not easy damaged template.
This utility model is by the following technical solutions.
A kind of hanging rack structure for large form, described hanging rack structure includes hanger, operating platform, first attached wall channel-section steel and the second attached wall channel-section steel, described hanger cross section is right angled triangle, described first attached wall channel-section steel, second attached wall channel-section steel vertically upward order is fixed on large form, described right angled triangle hanger is fixed at the first attached wall channel-section steel with its vertical edges, it is fixed in below operating platform with its horizontal edge, described operating platform is horizontally disposed with, its one end connects with large form, the other end is the hinged end being provided with pin joint, oblique pull body it is hinged with at hinged end, described oblique pull body one end pulls and supports operating platform, the other end is articulated with on the second attached wall channel-section steel.
Described oblique pull body is with flexible strutting piece molding.
Described oblique pull body quantity is two.
Described first, second attached wall channel-section steel is fixed on large form with through-wall bolt.
At the back cord that described first, second attached wall channel-section steel is fixed on large form with through-wall bolt.
It is fixed with guardrail at the end points outwardly of described right angled triangle hanger side.
In this utility model, hanger cross section is right angled triangle, it is fixed at attached wall channel-section steel with its vertical edges, it is fixed in below operating platform with its horizontal edge, described operating platform is horizontally disposed with, its one end connects with large form, the other end is the hinged end being provided with pin joint, oblique pull body it is hinged with at hinged end, described oblique pull body one end pulls and supports operating platform, the other end is articulated with on the second attached wall channel-section steel, this structure is with the first attached wall channel steel support triangle hanger, operating platform can also be pulled and supported with oblique pull body hinged on the second attached wall channel-section steel, the load of hanger is disperseed from oblique pull body, effectively promote hanger load performance.
In this utility model, oblique pull body is two with flexible strutting piece molding, oblique pull body quantity, the most on the implementation, oblique pull body can be cable wire or flexible link, can effectively disperse load, load will not be caused because being rigidly connected uneven, therefore can effectively promote the integrally-built load performance of hanger.
In this utility model; with the dispersion hanger load of multiple load-carrying construction; its final stress is dispersed to again at first, second attached wall channel-section steel; owing to first, second attached wall channel-section steel and large form are that face contacts; so being difficult on large form that the situation that local pressure is excessive occurs; be conducive to protecting large form so that it is be difficult to because of carrying hanger impaired.
Accompanying drawing explanation
Explanation further details of to this utility model with detailed description of the invention below in conjunction with the accompanying drawings:
Accompanying drawing 1 is schematic diagram of the present utility model；
In figure: 1-large form；2-back cord；3-through-wall bolt；4-oblique pull body；5-guardrail；6-hanger；7-operating platform；8-pin joint；9-the first attached wall channel-section steel；10-the second attached wall channel-section steel.
Detailed description of the invention
As shown in Figure 1, a kind of hanging rack structure for large form, described hanging rack structure includes hanger 6, operating platform 7, first attached wall channel-section steel 9 and the second attached wall channel-section steel 10, described hanger 6 cross section is right angled triangle, described first attached wall channel-section steel 9, second attached wall channel-section steel 10 vertically upward order is fixed on large form 1, described right angled triangle hanger 6 is fixed at the first attached wall channel-section steel 9 with its vertical edges, it is fixed in below operating platform 7 with its horizontal edge, described operating platform 7 is horizontally disposed with, its one end connects with large form 1, the other end is the hinged end being provided with pin joint 8, oblique pull body 4 it is hinged with at hinged end, described oblique pull body 4 one end pulls and supports operating platform, the other end is articulated with on the second attached wall channel-section steel 10.
Described oblique pull body 4 is with flexible strutting piece molding.
Described oblique pull body 4 quantity is two.
Described first, second attached wall channel-section steel is fixed on large form 1 with through-wall bolt 3.
At the back cord 2 that described first, second attached wall channel-section steel is fixed on large form 1 with through-wall bolt 3.
It is fixed with guardrail 5 at the end points outwardly of described right angled triangle hanger 6 side.
Claims (6)
1. the hanging rack structure for large form, it is characterized in that: described hanging rack structure includes hanger, operating platform, first attached wall channel-section steel and the second attached wall channel-section steel, described hanger cross section is right angled triangle, described first attached wall channel-section steel, second attached wall channel-section steel vertically upward order is fixed on large form, described right angled triangle hanger is fixed at the first attached wall channel-section steel with its vertical edges, it is fixed in below operating platform with its horizontal edge, described operating platform is horizontally disposed with, its one end connects with large form, the other end is the hinged end being provided with pin joint, oblique pull body it is hinged with at hinged end, described oblique pull body one end pulls and supports operating platform, the other end is articulated with on the second attached wall channel-section steel.
A kind of hanging rack structure for large form the most according to claim 1, it is characterised in that: described oblique pull body is with flexible strutting piece molding.
A kind of hanging rack structure for large form the most according to claim 2, it is characterised in that: described oblique pull body quantity is two.
A kind of hanging rack structure for large form the most according to claim 1, it is characterised in that: described first, second attached wall channel-section steel is fixed on large form with through-wall bolt.
A kind of hanging rack structure for large form the most according to claim 4, it is characterised in that: at the back cord that described first, second attached wall channel-section steel is fixed on large form with through-wall bolt.
A kind of hanging rack structure for large form the most according to claim 1, it is characterised in that: it is fixed with guardrail at the end points outwardly of described right angled triangle hanger side.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521119270.0U CN205444859U (en) | 2015-12-30 | 2015-12-30 | A stores pylon structure for big template |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201521119270.0U CN205444859U (en) | 2015-12-30 | 2015-12-30 | A stores pylon structure for big template |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205444859U true CN205444859U (en) | 2016-08-10 |
Family
ID=56572350
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201521119270.0U Expired - Fee Related CN205444859U (en) | 2015-12-30 | 2015-12-30 | A stores pylon structure for big template |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205444859U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108131015A (en) * | 2016-12-01 | 2018-06-08 | 中航天建设工程有限公司 | The outer supporting structure of the template of fixed cast wall |
| WO2018148977A1 (en) * | 2017-02-20 | 2018-08-23 | 卢兴明 | Anti-overturning load-bearing scaffold |
-
2015
- 2015-12-30 CN CN201521119270.0U patent/CN205444859U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108131015A (en) * | 2016-12-01 | 2018-06-08 | 中航天建设工程有限公司 | The outer supporting structure of the template of fixed cast wall |
| WO2018148977A1 (en) * | 2017-02-20 | 2018-08-23 | 卢兴明 | Anti-overturning load-bearing scaffold |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20160810 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |