CN207177255U - The detachable suspension scaffold of concrete wall - Google Patents
The detachable suspension scaffold of concrete wall Download PDFInfo
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- CN207177255U CN207177255U CN201721238505.7U CN201721238505U CN207177255U CN 207177255 U CN207177255 U CN 207177255U CN 201721238505 U CN201721238505 U CN 201721238505U CN 207177255 U CN207177255 U CN 207177255U
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- scaffold
- concrete wall
- tripod
- suspension scaffold
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Abstract
The utility model provides a kind of detachable suspension scaffold of concrete wall, including builds frame face platform, in addition to the anchoring ring being fixed on concrete wall by girder steel, steel pipe, reinforcing bar；By cross bar, vertical rod, the affixed tripod formed of diagonal brace, affixed upper and lower two pins being adapted to anchoring ring on the outside of vertical rod；Scaffold base is connected with tripod cross bar, scaffold base and frame face platform are affixed, web member is added on rod end to diagonal brace, strengthen the stability of supporting construction, the scaffold base is made up of bottom plate and steel pipe, the size of anchoring ring is more than suspension scaffold pin channel-section steel periphery 20mm, tripod of the present utility model can be completed in construction pre-production outside the venue, do not influenceed by field working conditions, it can guarantee that support body welding quality, it is reusable, the suspension scaffold installation of this structure, remove convenient and swift, the system material of triangular support configurations combination all steel beam provides firm supporting force, ensure construction safety.
Description
Technical field：
It the utility model is related to a kind of building materials technical field, specifically a kind of builder's jack.
Background technology：
Concrete wall is encorbelmented frame construction method in the prior art：First, wall pre-embedded girder steel, then hanged on girder steel
Builder's jack welds；2nd, in wall pre-embedded connector, girder steel and pre-buried connector are welded when making suspension scaffold.Both approaches
Limitation be present：Suspension scaffold load-bearing is welded, and needs work high above the ground, suspension scaffold installation is inconvenient, and welding quality cannot be guaranteed, hangs
Builder's jack use finishes need will be with cutting off at slugging, it is impossible to reuses, steel consumption is big.
China's patent 201420137611.6, applying date 2014.03.25, day for announcing 2014.10.08.Disclose one
Kind suspension scaffold, including shaped steel outrigger and brace, both are fixed on construction master by outrigger fixture and pull bar fixture respectively
On body, the equal nut connection of connector, fixture, installation, remove conveniently, solve suspension scaffold Site Welding in above-mentioned conventional method
Mode the defects of existing, but the installation of the structure of this patent is still not easy enough, and the load-bearing of structure is also by each connector, solid
Determine the limitation of the factors such as part material, the structure of the junctions such as part, brace, steadiness is poor.
Utility model content：
Present invention aim to address the installation of suspension scaffold in the prior art, inconvenience is removed, the problem of structural soundness difference.
To solve the above problems, the technical solution adopted in the utility model is：
A kind of detachable suspension scaffold of concrete wall, including the frame face platform built by girder steel, steel pipe, reinforcing bar,
Also include the anchoring ring being fixed on concrete wall；It is solid on the outside of vertical rod by cross bar, vertical rod, the affixed tripod formed of diagonal brace
Connect upper and lower two pins being adapted to anchoring ring；Scaffold base is connected with tripod cross bar, scaffold base is put down with frame face
Platform is affixed.
Tripod of the present utility model can be completed in construction pre-production outside the venue, do not influenceed, can protected by field working conditions
Support body welding quality is demonstrate,proved, it is reusable, the installation of the suspension scaffold of this structure, remove convenient and swift, triangular support configurations combine complete
The system material of girder steel provides firm supporting force, ensures construction safety.
Web member is added on rod end to diagonal brace, strengthens the stability of supporting construction.
The scaffold base is made up of bottom plate and steel pipe.
The size of anchoring ring is more than suspension scaffold pin channel-section steel periphery 20mm.It can stablize after the insertion of this size protection pin,
Also can conveniently extract.
Brief description of the drawings：
Fig. 1 is tripod structure figure；
Fig. 2 is anchoring ring structure chart；
Fig. 3 is that tripod installs state three-dimensional structure diagram；
Fig. 4 is the schematic diagram that the utility model is used for wall of High-building；
Fig. 5 is the schematic diagram that the utility model is used for open caisson construction.
Embodiment：
The utility model is illustrated below in conjunction with the accompanying drawings, a kind of concrete wall as shown in Figures 1 to 3 is detachable
Suspension scaffold, including the frame face platform built by girder steel, steel pipe, reinforcing bar, in addition to the anchoring being fixed on concrete wall
Ring 1；By cross bar 3, vertical rod 4, the affixed tripod formed of diagonal brace 5, what affixed upper and lower two of the outside of vertical rod 4 was adapted to anchoring ring 1
Pin 2；Scaffold base is connected with tripod cross bar 3, scaffold base and frame face platform are affixed.
The scaffold base is made up of bottom plate 8 and steel pipe 7.
It is of the present utility model to manufacture and use process：
1st, concrete structure is encorbelmented the pre-buried anchoring ring 1 of rack position, and the exposed parts length and width dimensions of anchoring ring 1 and tripod are inserted
Pin 2 is adapted.
2nd, tripod welds, and first by cross bar 3 and the firm welding of vertical rod 4, then welds diagonal brace 5, then pin 2 is welded into jail
Gu the outside of pin 2 point-blank must ensure parallel with wall during insertion anchoring ring 1.Scaffold base is welded, is used
150mm*150mm*8mm steel plates do the bottom plate 8 of scaffold base, are directly welded on cross bar 3.Using diameter 60mm steel pipes 7, weldering
It is connected on bottom plate 8.
3rd, tripod makes and finished, and pin 2 is inserted into wall pre-embedded Bar Anchorage ring 1, tripod is fixed on well
On wall, several tripods are continuously installed in same level, form the integrated support structure of suspension scaffold.
4 then set up in tripod top scaffold form construction operation platform.
Improvement to said structure, to strengthen the support force of tripod stabilizer, web member 6 is added on rod end to diagonal brace.
Anchoring ring 1 is made up of reinforcing bar, and using one-level round steel, anchoring ring exposed parts size is more than the channel-section steel 20mm of pin 2.Anchor
Gu length meets national regulation requirement.
The utility model cannot be only used for wall of High-building construction, it can also be used to open caisson construction, on the leading portion borehole wall
Pre-buried anchoring ring, insert tripod and set up operating platform.
Claims (4)
1. a kind of detachable suspension scaffold of concrete wall, including the frame face platform built by girder steel, steel pipe, reinforcing bar, its
It is characterized in：Also include the anchoring ring being fixed on concrete wall；By cross bar, vertical rod, the affixed tripod formed of diagonal brace, vertical rod
Affixed upper and lower two pins being adapted to anchoring ring in outside；Be connected with scaffold base on tripod cross bar, scaffold base with
Frame face platform is affixed.
2. the detachable suspension scaffold of concrete wall as claimed in claim 1, it is characterized in that：Abdomen is added on rod end to diagonal brace
Bar.
3. the detachable suspension scaffold of concrete wall as claimed in claim 2, it is characterized in that：The scaffold base by bottom plate and
Steel pipe forms.
4. the detachable suspension scaffold of concrete wall as claimed in claim 3, it is characterized in that：The size of anchoring ring is more than suspension scaffold
Pin channel-section steel periphery 20mm.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721238505.7U CN207177255U (en) | 2017-09-25 | 2017-09-25 | The detachable suspension scaffold of concrete wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721238505.7U CN207177255U (en) | 2017-09-25 | 2017-09-25 | The detachable suspension scaffold of concrete wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207177255U true CN207177255U (en) | 2018-04-03 |
Family
ID=61748244
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721238505.7U Active CN207177255U (en) | 2017-09-25 | 2017-09-25 | The detachable suspension scaffold of concrete wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207177255U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108643545A (en) * | 2018-07-19 | 2018-10-12 | 上海宝冶集团有限公司 | Outer protective frame sets up tooling and outer protective frame system |
| CN115126206A (en) * | 2022-07-06 | 2022-09-30 | 中国一冶集团有限公司 | Shaft wall overhanging scaffold in open caisson and construction method thereof |
| CN115198789A (en) * | 2022-07-28 | 2022-10-18 | 上海建工四建集团有限公司 | Construction elevator foundation located in cantilever structure |
-
2017
- 2017-09-25 CN CN201721238505.7U patent/CN207177255U/en active Active
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108643545A (en) * | 2018-07-19 | 2018-10-12 | 上海宝冶集团有限公司 | Outer protective frame sets up tooling and outer protective frame system |
| CN115126206A (en) * | 2022-07-06 | 2022-09-30 | 中国一冶集团有限公司 | Shaft wall overhanging scaffold in open caisson and construction method thereof |
| CN115198789A (en) * | 2022-07-28 | 2022-10-18 | 上海建工四建集团有限公司 | Construction elevator foundation located in cantilever structure |
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