CN203320939U - Tool type overhanging scaffold anchoring structure - Google Patents

Tool type overhanging scaffold anchoring structure Download PDF

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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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CN
China
Prior art keywords
holes
anchoring
overhanging scaffold
hole
metal
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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.)
Expired - Lifetime
Application number
CN2013204175951U
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Chinese (zh)
Inventor
陈辉
吴光龙
丁梅华
李燕青
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TAICH CONSTRUCTION Co Ltd
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TAICH CONSTRUCTION Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by TAICH CONSTRUCTION Co Ltd filed Critical TAICH CONSTRUCTION Co Ltd
Priority to CN2013204175951U priority Critical patent/CN203320939U/en
Application granted granted Critical
Publication of CN203320939U publication Critical patent/CN203320939U/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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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

Tool-type builder's jack anchor structure
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.
CN2013204175951U 2013-07-15 2013-07-15 Tool type overhanging scaffold anchoring structure Expired - Lifetime CN203320939U (en)

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)

* Cited by examiner, † Cited by third party
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

Cited By (2)

* Cited by examiner, † Cited by third party
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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C14 Grant of patent or utility model
GR01 Patent grant
CX01 Expiry of patent term

Granted publication date: 20131204

CX01 Expiry of patent term