CN207974494U - A kind of hoisting type modularization scaffold - Google Patents

A kind of hoisting type modularization scaffold Download PDF

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Publication number
CN207974494U
CN207974494U CN201820405585.9U CN201820405585U CN207974494U CN 207974494 U CN207974494 U CN 207974494U CN 201820405585 U CN201820405585 U CN 201820405585U CN 207974494 U CN207974494 U CN 207974494U
Authority
CN
China
Prior art keywords
frame body
main frame
anchoring
well cabinet
flitch
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.)
Expired - Fee Related
Application number
CN201820405585.9U
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Chinese (zh)
Inventor
魏铁山
李军
张罗鹏
陈伟
耿阳
吕宝剑
郭跃龙
张德萍
戴金娥
潘宏宇
周萌
周一萌
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Space Construction Work Co Ltd Is Newly Built In Beijing
Beijing Urban Construction Science And Technology Promotion Association
Original Assignee
Space Construction Work Co Ltd Is Newly Built In Beijing
Beijing Urban Construction Science And Technology Promotion Association
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 Space Construction Work Co Ltd Is Newly Built In Beijing, Beijing Urban Construction Science And Technology Promotion Association filed Critical Space Construction Work Co Ltd Is Newly Built In Beijing
Priority to CN201820405585.9U priority Critical patent/CN207974494U/en
Application granted granted Critical
Publication of CN207974494U publication Critical patent/CN207974494U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses a kind of hoisting type modularization scaffolds, including main frame body and anchoring frame body;The anchoring frame body is mounted on the centre position of main frame body bottom;The main frame body is arranged in exterior wall, and double overhanging fastener type force structure frame body is set up by the steel pipe of whole root long degree;The anchoring frame body includes the well cabinet frame body being vertically arranged, and be fixed on four endpoints of well cabinet frame body is respectively fixed with four cross bars;The well cabinet frame body is set in exterior wall window opening, and the cross bar is connected across window opening with main frame body;The flitch of cuboid between the well cabinet frame body and wall, the flitch are anchored on the inside of window hole, and the flitch length is more than window width.The utility model effectively solves assembly concrete and builds outer protective scaffold anchoring problem, avoids prefabricated outer wall panel construction trepanning from burrowing and is damaged to external thermal insulation and architectural surface, while reducing construction cost height and reducing construction quality hidden danger, accelerates construction efficiency.

Description

A kind of hoisting type modularization scaffold
Technical field
The utility model is related to a kind of scaffold more particularly to a kind of hoisting type modularization scaffolds.
Background technology
With national economic development and policy support, assembly concrete building is more and more, prefabricated for urban construction Side fascia carries insulating layer and architectural surface.The outer protective scaffold for such as using conventional type, in order to meet frame body anchoring often It needs to punch to structure outer, thus destroys prefabricated outer wall panel included insulating layer and architectural surface, seriously affect pre- The integrality of Side fascia processed.Both hidden danger of quality is caused, on hole repairing also labor intensive and influences construction speed, comprehensive warp Ji loss is larger.
Therefore how safely, effectively, economic solution problems become assembly concrete and build outer protective scaffold Anchoring, the construction technology new issue that exploitation for study solves.
Utility model content
Outer protective scaffold is built for timely and effective solution assembly concrete and anchors problem, and prefabricated outer wall panel is avoided to apply Work trepanning, which burrows, damages external thermal insulation and architectural surface, and the utility model provides a kind of hoisting type modularization foot hand Frame.
In order to solve the above technical problems, the technical solution adopted in the utility model is:A kind of hoisting type modularization foot hand Frame, including main frame body and anchoring frame body;The anchoring frame body is mounted on the centre position of main frame body bottom;The main frame body setting In exterior wall, double overhanging fastener type force structure frame body is set up by the steel pipe of whole root long degree;
The anchoring frame body includes the well cabinet frame body being vertically arranged, and is fixed on being respectively fixed with for four endpoints of well cabinet frame body Four cross bars;The well cabinet frame body is set in exterior wall window opening, and the cross bar is connected across window opening with main frame body;The well cabinet frame The flitch of cuboid between body and wall, the flitch are anchored on the inside of window hole, and the flitch length is more than window width.
Further, upright bar scaffolding height 6m is arranged outside the main frame body, interior row's upright bar scaffolding height is less than outer row's upright bar, greatly Cross bar sets up width and is not more than 6m.
Further, it is arranged outside the main frame body and is equipped with work surface between upright bar and interior row's upright bar, the work surface is equipped with face Plate.
Further, the main frame body lower part is equipped with big eye safety net.
Further, it is linked with close mesh safety net on the outside of the main frame body.
The utility model along building or can construct scaffold frame composition modular construction as unit of a module Object wall is laid in segmented and sliceable integral modularized structure together.Then when needing construction, construction personnel can Multiple scaffold modules are made according to the technical solution of the utility model, the length of scaffold module can be set as fixed ruler It is very little, naturally it is also possible to be set as various sizes of combination, enable adaptation to the building masonry wall and building of different length The construction in corner or corner.In addition, in the utility model can according to scaffold module made of integral modularized structure To be reused in other architecture constructions, to largely avoid material and artificial waste.
The utility model effectively solves assembly concrete and builds outer protective scaffold anchoring problem, avoids prefabricated outer wall panel Construction trepanning burrows and is damaged to external thermal insulation and architectural surface, while reducing construction cost height and to reduce construction quality hidden Suffer from, accelerates construction efficiency.
Description of the drawings
Fig. 1 is the utility model main frame structure schematic diagram.
Fig. 2 is that the utility model anchors frame body structural schematic diagram.
Fig. 3 is the structural schematic diagram of the utility model installation.
In figure:1, outer row's upright bar;2, interior row's upright bar;3, leger;4, well cabinet frame body;5, cross bar bridge cut-off;6, flitch;7, window Hole.
Specific implementation mode
Utility model will be further described in detail below with reference to the attached drawings and specific embodiments.
【Embodiment 1】
Present embodiments provide a kind of hoisting type modularization scaffold, including main frame body and anchoring frame body.
As shown in Figure 1, main frame body is arranged in exterior wall, double overhanging fastener type stress knot is set up by the steel pipe of whole root long degree Framework body;1 scaffolding height 6m of upright bar is arranged outside main frame body, interior 2 scaffolding height of row's upright bar is less than outer row's upright bar, chooses as needed high Degree is usually no more than 3m, and leger 3 sets up width and is not more than 6m.
As shown in Fig. 2, anchoring frame body includes the well cabinet frame body 4 being vertically arranged, it is fixed on point of 4 four endpoints of well cabinet frame body It is not fixed with four cross bars 5;The well cabinet frame body 4 is set in exterior wall window opening 7, and the cross bar 5 passes through window opening 7 and main frame body phase Even;The flitch 6 of cuboid between the well cabinet frame body 4 and wall, the flitch anchor 6 are fixed in 7 mouthfuls of insides of window opening, the flitch 6 Section be 100 × 100mm, length be more than window width.
As shown in figure 3, four cross bars of anchoring frame body, which stretch out exterior wall window hole, is fixed on main frame body bottom centre position, and Embedded 100 × 100mm flitches are anchored on the inside of window hole, and frame body is made to form resistance to tipping moment.
It is arranged outside main frame body and is equipped with work surface between upright bar and interior row's upright bar, the work surface is equipped with panel.Main frame body lower part It is equipped with big eye safety net, close mesh safety net is linked on the outside of the main frame body.
【Embodiment 2】
The promotion for present embodiments providing the offer of embodiment 1 is the construction method of modularization scaffold:
Before construction, unit in charge of construction must calculate by design according to construction site situation and engineering characteristic, work out hoisting type Modularization inserts the outer protective scaffold safe construction special scheme of window hole, and by implementing after being expounded through peer review qualification.
To live original structure before implementing, it is necessary to be detected, structural bearing capacity review qualification, meet scaffold construction safety Requirement for bearing capacity.
Scaffold construction:1, steel tube fastener sets up double-pole scaffold, and rod piece forbids spreading, outermost row's upright bar scaffolding height 6m, interior row's upright bar choose height and are usually no more than 3m as needed, and frame body leger sets up width and is not more than 6m.2, frame body bottom Four small cross bars in centre position, which stretch into, forms groined type frame body in exterior wall window hole.3, groined type frame body in window hole is embedded in 100 × 100mm flitches (flitch length is more than window width), are anchored on the inside of window hole, frame body are made to form resistance to tipping moment.
4, in use, frame body work surface completely spreads the panel for meeting bearing requirements, frame body lower part completely spreads horizontal big eye safety net, The green safe net of close mesh is completely hung on the outside of frame body.Hoisting type modularization can be completed after the completion of above step and insert the outer protection base of window hole Hand cradle.
Acceptance of scaffolding:Frame body is checked and accepted, and is checked measurement bay body apparent size, material, is set up quality, examination meets scheme and sets Meter requires;Frame body safe stress is checked and accepted, and using loading, being more than that construction usage load 1.2 is qualified into bearingtest again, scene is total Packet, management, the special subpackage of construction, job execution team four directions represent witness experiment and can be used after acceptance(check) signature.
In construction usage, if special messenger's Inspection and maintenance, operating personnel forbids overload violating the regulations, usually reinforces security monitoring management.
The beneficial effects of the utility model are:
1, hoisting type modularization inserts the outer protective scaffold force structure system of window hole, and power transmission is clear, reasonable for structure, safety Reliably.
2, window hole when Side fascia original designs is used only in frame body anchoring, burrows, is avoided to prefabricated without separately trepanning The insulating layer and architectural surface of Side fascia damage, and ensure that the integrality of prefabricated outer wall panel functional layer, and it is comprehensive to reduce construction It closes of high cost and reduces construction quality hidden danger.
3, simple structure, frame body is slim and graceful, and construction, which is taken, to be torn open and promoted conveniently.
4, most of materials'use steel pipe and fastener, a little portion use shaped steel.Compared to the double out-mould scaffold of console mode Frame saves material, saves installation labour.Outer protection job platform is promoted compared to mechanical, hoisting type modularization inserts window hole The simple low cost of outer protective scaffold materials, easy to use, manufacturing technology difficulty is low.
5, frame body material is that environmentally protective, recyclable regenerative is commonly used in construction, utilizes material again, saves cost.
6, frame body makes full use of field agent structure, space, is not take up ground, has load work to Lou Ban No in Shi With work efficiency is improved in saving site space, place.
7, the technology has a extensive future, and can be widely used for assembly concrete building high-altitude construction operation platform and uses.
The above embodiment is not limitations of the present invention, and the utility model is also not limited to the example above, The variations, modifications, additions or substitutions that those skilled in the art are made within the scope of the technical solution of the utility model, Also the scope of protection of the utility model is belonged to.

Claims (5)

1. a kind of hoisting type modularization scaffold, including main frame body and anchoring frame body, it is characterised in that:The anchoring erection of frames Centre position in main frame body bottom;The main frame body setting is set up into double overhanging in exterior wall, by the steel pipe of whole root long degree and is buckled Part formula force structure frame body;
The anchoring frame body includes the well cabinet frame body being vertically arranged, and be fixed on four endpoints of well cabinet frame body is respectively fixed with four Cross bar;The well cabinet frame body is set in exterior wall window opening, and the cross bar is connected across window opening with main frame body;The well cabinet frame body with The flitch of cuboid between wall, the flitch are anchored on the inside of window hole, and the flitch length is more than window width.
2. hoisting type modularization scaffold according to claim 1, it is characterised in that:Upright bar is arranged outside the main frame body to set up Height 6m, interior row's upright bar scaffolding height are less than outer row's upright bar, and leger sets up width and is not more than 6m.
3. hoisting type modularization scaffold according to claim 1, it is characterised in that:Arrange outside the main frame body upright bar with it is interior It is equipped with work surface between row's upright bar, the work surface is equipped with panel.
4. hoisting type modularization scaffold according to claim 1, it is characterised in that:The main frame body lower part is equipped with greatly Eye safety net.
5. hoisting type modularization scaffold according to claim 1, it is characterised in that:It is linked on the outside of the main frame body close Mesh safety net.
CN201820405585.9U 2018-03-21 2018-03-21 A kind of hoisting type modularization scaffold Expired - Fee Related CN207974494U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201820405585.9U CN207974494U (en) 2018-03-21 2018-03-21 A kind of hoisting type modularization scaffold

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201820405585.9U CN207974494U (en) 2018-03-21 2018-03-21 A kind of hoisting type modularization scaffold

Publications (1)

Publication Number Publication Date
CN207974494U true CN207974494U (en) 2018-10-16

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Country Status (1)

Country Link
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108560892A (en) * 2018-03-21 2018-09-21 北京城建科技促进会 A kind of hoisting type modularization scaffold and its installation method

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108560892A (en) * 2018-03-21 2018-09-21 北京城建科技促进会 A kind of hoisting type modularization scaffold and its installation method

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GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20181016

Termination date: 20190321