CN204456819U - A kind of dismountable builder's jack wire-rope sling assembly - Google Patents
A kind of dismountable builder's jack wire-rope sling assembly Download PDFInfo
- Publication number
- CN204456819U CN204456819U CN201520019798.4U CN201520019798U CN204456819U CN 204456819 U CN204456819 U CN 204456819U CN 201520019798 U CN201520019798 U CN 201520019798U CN 204456819 U CN204456819 U CN 204456819U
- Authority
- CN
- China
- Prior art keywords
- screw rod
- suspension ring
- builder
- dismountable
- thread
- 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
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
Abstract
The utility model is a kind of suspension ring assembly, particularly one dismountable builder's jack wire-rope sling assembly, the situation that applicable cast-in-place concrete structure has side bar to arrange.Comprise beam, screw rod is provided with in described beam, the left-hand end of described screw rod is provided with the end of thread, the right-hand end of described screw rod is provided with brace end, and the described end of thread and screw rod are same lineal layout, and described brace end and screw rod are bending-like, the bottom of described brace end is provided with suspension ring, described suspension ring are closed form, and described screw jacket has plastic bushing, and the described end of thread, screw rod, brace end, suspension ring are in integration distribution.A kind of dismountable builder's jack wire-rope sling assembly peace is torn open conveniently, can reuse simultaneously, reduce cost and drop into.
Description
Technical field
The utility model is a kind of suspension ring assembly, particularly one dismountable builder's jack wire-rope sling assembly, the situation that applicable cast-in-place concrete structure has side bar to arrange.
Background technology
During high-building construction, setting up shaped steel Overhanging Outside Scaffold is conventional construction technology, and by relevant technologies code, shaped steel Cantilever Beams outer end should arrange oblique pull wire rope and building carries out drawknot, as the safety precautions of this external scaffolding main bearing member.Wire rope one end and Cantilever Beams drawknot, the other end and the upper pre-buried suspension ring of building superstructure (side bar, shear wall, post) carry out drawknot, and scaffold load is delivered on fabric structure, and therefore pre-buried suspension ring are crucial Force transmission partses.
This kind of suspension ring are buried underground and be there will be following problem: expose the suspension ring length more difficult control outside concrete when 1, burying underground: can be overall bending to wire rope direction after long suspension ring are stressed, cause steel wire rope looseness, cannot ensure stressed; Too short suspension ring reeve can be more difficult, even cannot pass; 2, likely can be stuck in concrete beam limit time stressed through suspension ring wire rope, as above scheme, being disadvantageous if do not taken measures to wire rope itself, easily damaging; 3, suspension ring cannot reclaim after using, and can only slice off afterwards, waste more serious.
Summary of the invention
The utility model mainly solves the deficiencies in the prior art, compact conformation, gathers materials on the spot, processes, installs simple, economical and practical, non-structure risk, free of contamination suspension ring one dismountable builder's jack wire-rope sling assembly.
Above-mentioned technical problem of the present utility model is mainly solved by following technical proposals:
A kind of dismountable builder's jack wire-rope sling assembly, comprise beam, be provided with screw rod in described beam, the left-hand end of described screw rod is provided with the end of thread, and the right-hand end of described screw rod is provided with brace end, the described end of thread and screw rod are same lineal layout, described brace end and screw rod are bending-like, and the bottom of described brace end is provided with suspension ring, and described suspension ring are closed form, described screw jacket has plastic bushing, and the described end of thread, screw rod, brace end, suspension ring are in integration distribution.
As preferably, the described end of thread and the head of screw rod are fastened by nut, and the afterbody of described screw rod is provided with the pad fitted with beam, and described pad is welded and fixed mutually with screw rod.
As preferably, the thickness of described pad is more than or equal to 3mm.
As preferably, the diameter of described screw rod, brace end, suspension ring is identical, and the diameter of described screw rod is 16mm, and the material of described plastic bushing is PVC part.
Internal diameter and the screw rod of plastic bushing are supporting, and length is deck-siding, is embedded in cast-in-situ concrete beam.
Therefore, the one that the utility model provides dismountable builder's jack wire-rope sling assembly, peace is torn open conveniently, can reuse simultaneously, reduces cost and drops into.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Detailed description of the invention
Below by embodiment, and by reference to the accompanying drawings, the technical solution of the utility model is described in further detail.
Embodiment: as shown in Figure 1, a kind of dismountable builder's jack wire-rope sling assembly, comprise beam 1, screw rod 2 is provided with in described beam 1, the left-hand end of described screw rod 2 is provided with the end of thread 3, the right-hand end of described screw rod 2 is provided with brace end 4, the described end of thread 3 and screw rod 2 are in same lineal layout, described brace end 4 and screw rod 2 are in bending-like, the bottom of described brace end 4 is provided with suspension ring 5, described suspension ring 5 are in closed form, and described screw rod 2 overcoat has plastic bushing 6, and the described end of thread 3, screw rod 2, brace end 4, suspension ring 5 are in integration distribution.
The described end of thread 3 is fastened by nut 7 with the head of screw rod 2, and the afterbody of described screw rod 2 is provided with the pad 8 fitted with beam 1, and described pad 8 is welded and fixed mutually with screw rod 2.
The thickness of described pad 8 is more than or equal to 3mm.
The diameter of described screw rod 2, brace end 4, suspension ring 5 is identical, and the diameter of described screw rod 2 is 16mm, and the material of described plastic bushing 6 is PVC part.
Claims (4)
1. a dismountable builder's jack wire-rope sling assembly, it is characterized in that: comprise beam (1), screw rod (2) is provided with in described beam (1), the left-hand end of described screw rod (2) is provided with the end of thread (3), the right-hand end of described screw rod (2) is provided with brace end (4), the described end of thread (3) and screw rod (2) are in same lineal layout, described brace end (4) and screw rod (2) are in bending-like, the bottom of described brace end (4) is provided with suspension ring (5), described suspension ring (5) are in closed form, described screw rod (2) overcoat has plastic bushing (6), the described end of thread (3), screw rod (2), brace end (4), suspension ring (5) are in integration distribution.
2. one according to claim 1 dismountable builder's jack wire-rope sling assembly, it is characterized in that: the described end of thread (3) is fastened by nut (7) with the head of screw rod (2), the afterbody of described screw rod (2) is provided with the pad (8) fitted with beam (1), and described pad (8) is welded and fixed mutually with screw rod (2).
3. one according to claim 2 dismountable builder's jack wire-rope sling assembly, is characterized in that: the thickness of described pad (8) is more than or equal to 3mm.
4. one according to claim 1 and 2 dismountable builder's jack wire-rope sling assembly, it is characterized in that: the diameter of described screw rod (2), brace end (4), suspension ring (5) is identical, the diameter of described screw rod (2) is 16mm, and the material of described plastic bushing (6) is PVC part.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520019798.4U CN204456819U (en) | 2015-01-13 | 2015-01-13 | A kind of dismountable builder's jack wire-rope sling assembly |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520019798.4U CN204456819U (en) | 2015-01-13 | 2015-01-13 | A kind of dismountable builder's jack wire-rope sling assembly |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204456819U true CN204456819U (en) | 2015-07-08 |
Family
ID=53663726
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520019798.4U Active CN204456819U (en) | 2015-01-13 | 2015-01-13 | A kind of dismountable builder's jack wire-rope sling assembly |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204456819U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110130654A (en) * | 2019-06-18 | 2019-08-16 | 广东蕉岭建筑工程集团有限公司 | It is a kind of for wall or the wirerope novel rings and Load Relief System of plate body |
-
2015
- 2015-01-13 CN CN201520019798.4U patent/CN204456819U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110130654A (en) * | 2019-06-18 | 2019-08-16 | 广东蕉岭建筑工程集团有限公司 | It is a kind of for wall or the wirerope novel rings and Load Relief System of plate body |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102926333B (en) | External prestressed reinforcement structure for old bridge and construction method thereof | |
| CN103711298A (en) | Method for constructing anchoring system of structural steel overhanging scaffold | |
| CN204781884U (en) | Prop builder's jack of structure down | |
| CN203096942U (en) | Pre-cast nut for fabricated structure | |
| CN207268073U (en) | Novel flexible formwork bearing frame | |
| CN104032945A (en) | Recyclable rebar anchor pull ring and mounting support thereof | |
| CN103552911B (en) | A kind of movable boom hoisting and the construction installation method of use thereof | |
| CN204456819U (en) | A kind of dismountable builder's jack wire-rope sling assembly | |
| CN107762135B (en) | Construction method of scaffold wall connecting piece of building outer wall | |
| CN205348724U (en) | Detachable wire rope rings anchor structure of external scaffolding of encorbelmenting | |
| CN105347142B (en) | A kind of building hoist is mounted on the threading installation method on basement roof | |
| CN113860190A (en) | Cantilever tower crane girder-turning-free placing bracket and mounting method | |
| CN204385883U (en) | A kind of Fabricated balcony | |
| CN203654710U (en) | Instrumental connecting tube for external wall scaffold shearing wall portion | |
| CN203514200U (en) | Pin rod support for bridge capping beam construction | |
| CN204343642U (en) | Builder's jack corner support frame | |
| KR101232704B1 (en) | The installation and dismantlement method of main girder for bridge temporary | |
| CN207944555U (en) | A kind of prefabricated reinforced concrete column mechanical connection node | |
| CN103882994B (en) | Ring beam steel bar connecting structure and ring beam construction method | |
| CN105735308A (en) | Prestressed pipe pile | |
| CN202047581U (en) | Wall connecting piece for scaffold | |
| CN104499565A (en) | Assembled balcony | |
| CN101570958A (en) | Device for safely demounting large-scale cast-in-place girder scaffold and using method thereof | |
| CN205153504U (en) | Detachable cantilever frame body base | |
| CN113756554A (en) | Construction platform and construction method for cast-in-place reinforced concrete support cantilever scaffold |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant |