CN203320939U - Tool type overhanging scaffold anchoring structure - Google Patents
Tool type overhanging scaffold anchoring structure Download PDFInfo
- Publication number
- CN203320939U CN203320939U CN2013204175951U CN201320417595U CN203320939U CN 203320939 U CN203320939 U CN 203320939U CN 2013204175951 U CN2013204175951 U CN 2013204175951U CN 201320417595 U CN201320417595 U CN 201320417595U CN 203320939 U CN203320939 U CN 203320939U
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- holes
- anchoring
- overhanging scaffold
- hole
- metal
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Abstract
The utility model discloses a tool type overhanging scaffold anchoring structure which comprises anchoring through holes, a metal bottom plate, a high-strength bolt and a metal pressing plate, wherein the anchoring through holes are formed in a structural floor slab. The metal bottom plate is provided with at least four first through holes corresponding to the anchoring through holes. The metal pressing plate is provided with second through holes corresponding to the first through holes. The metal bottom plate is closely attached to the inner side of the structural floor slab. A screw rod of the high-strength bolt penetrates through the first through holes in the metal bottom plate, the anchoring through holes in the structural floor slab and the second through holes in the metal pressing plate to be connected with a nut of the high-strength bolt. An overhanging scaffold profile steel beam is clamped and fixed between the structural floor slab and the metal pressing plate. According to the tool type overhanging scaffold anchoring structure, the effective anchoring height is large, the stress is clear and reasonable, and the use safety of an overhanging scaffold is effectively guaranteed; due to the fact that the tool type overhanging scaffold anchoring structure is simple in structure, low in average cost after revolution and high in safety performance, the use safety of an outer frame can be ensured, and the embedding operation step before the pouring of a traditional overhanging scaffold reinforced concrete board is eliminated at the same time. The tool type overhanging scaffold anchoring structure has good economic benefit and social benefit and high popularization value and use value.
Description
Technical field
The utility model relates to a kind of tool-type builder's jack anchor structure.
Background technology
The tradition suspension scaffold all adopts shaped steel as supporting, and the fixedly way of overhanging type steel girder steel is different, most of adopts traditional round steel collar, and while bending, precision is not high does not reach requirement sometimes, before the reinforced concrete slab face is built, needs to carry out pre-buried operation, constructs loaded down with trivial details.And need electric welding to cut off after complete due to the round steel collar tearing frame open, cause significant wastage.
Summary of the invention
Technical problem to be solved in the utility model is to provide a kind of high tool-type builder's jack anchor structure of utilization rate of can processing simply, remove flexibly, have enough to meet the need.
For this reason, the tool-type builder's jack anchor structure that the utility model provides, comprise the anchor through hole on structure floor, metal base plate, high-strength bolt and metal platen, the corresponding through hole that is anchored of described metal base plate is with at least four the first through holes, on described metal platen, corresponding the first through hole is provided with the second through hole, described metal base plate is close to the inboard setting of structure floor, the screw rod of described high-strength bolt is through the first through hole on metal platen, anchor through hole on structure floor is connected with the nut of high-strength bolt with the second through hole on metal platen, builder's jack shaped steel girder steel is clamped to be fixed between structure floor and metal platen.
In the utility model, having adopted four high-strength bolts is main bearing member, metal base plate is placed under the structure floor of steel bar concrete, the anchoring effective height is large, stressedly clear and definite rationally effectively guaranteed the usage safety performance of suspension scaffold, because it is simple in structure, after turnover, average unit cost is low and security performance is strong, can ensure the safety in utilization of outrigger, save traditional suspension scaffold reinforced concrete slab face simultaneously and built front pre-buried job step.Have good economic benefit and social benefit, popularizing value is higher.
The accompanying drawing explanation
The structural representation of the tool-type builder's jack anchor structure that Fig. 1 provides for the utility model;
The A-A generalized section that Fig. 2 is Fig. 1;
The structural representation that Fig. 3 is metal base plate;
The structural representation that Fig. 4 is metal platen.
The specific embodiment
As Fig. 1, Fig. 2, Fig. 3, shown in Fig. 4, the tool-type builder's jack anchor structure that the utility model provides, comprise the anchor through hole 2 on structure floor 1, metal base plate 3, high-strength bolt 4 and metal platen 5, the corresponding through hole 2 that is anchored of described metal base plate 3 is with at least four the first through holes 6, on described metal platen 5, corresponding the first through hole 6 is provided with the second through hole 7, described metal base plate 3 is close to the inboard setting of structure floor 1, the screw rod 41 of described high-strength bolt 4 is through the first through hole 6 on metal platen 5, anchor through hole 2 on structure floor 1 is connected with the nut 42 of high-strength bolt 4 with the second through hole 7 on metal platen 5, builder's jack shaped steel girder steel 8 is clamped to be fixed between structure floor 1 and metal platen 5, be lined with the lumps of wood between common metal pressing plate 5 and builder's jack shaped steel girder steel 8, anchorage effect by high-strength bolt 4 is realized being fixedly clamped to builder's jack shaped steel girder steel 8.In the present embodiment, metal platen is that 16MM is thick, and the diameter that is anchored through hole is 25MM.
Claims (2)
1. a tool-type builder's jack anchor structure, it is characterized in that: comprise the anchor through hole on structure floor, metal base plate, high-strength bolt and metal platen, the corresponding through hole that is anchored of described metal base plate is with at least four the first through holes, on described metal platen, corresponding the first through hole is provided with the second through hole, described metal base plate is close to the inboard setting of structure floor, the screw rod of described high-strength bolt is through the first through hole on metal platen, anchor through hole on structure floor is connected with the nut of high-strength bolt with the second through hole on metal platen, builder's jack shaped steel girder steel is clamped to be fixed between structure floor and metal platen.
2. tool-type builder's jack anchor structure according to claim 1, it is characterized in that: described metal platen is that 16MM is thick, the diameter that is anchored through hole is 25MM.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013204175951U CN203320939U (en) | 2013-07-15 | 2013-07-15 | Tool type overhanging scaffold anchoring structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2013204175951U CN203320939U (en) | 2013-07-15 | 2013-07-15 | Tool type overhanging scaffold anchoring structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203320939U true CN203320939U (en) | 2013-12-04 |
Family
ID=49660303
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2013204175951U Expired - Lifetime CN203320939U (en) | 2013-07-15 | 2013-07-15 | Tool type overhanging scaffold anchoring structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203320939U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112663937A (en) * | 2019-10-16 | 2021-04-16 | 新疆苏中建设工程有限公司 | A turnover formula anchor ring for scaffold frame of encorbelmenting |
| CN112942780A (en) * | 2021-04-15 | 2021-06-11 | 山西省工业设备安装集团有限公司 | Shaped steel encorbelments fast ann quick detach stagnant water built-in fitting |
-
2013
- 2013-07-15 CN CN2013204175951U patent/CN203320939U/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112663937A (en) * | 2019-10-16 | 2021-04-16 | 新疆苏中建设工程有限公司 | A turnover formula anchor ring for scaffold frame of encorbelmenting |
| CN112942780A (en) * | 2021-04-15 | 2021-06-11 | 山西省工业设备安装集团有限公司 | Shaped steel encorbelments fast ann quick detach stagnant water built-in fitting |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CX01 | Expiry of patent term |
Granted publication date: 20131204 |
|
| CX01 | Expiry of patent term |