CN108560892A - A kind of hoisting type modularization scaffold and its installation method - Google Patents
A kind of hoisting type modularization scaffold and its installation method Download PDFInfo
- Publication number
- CN108560892A CN108560892A CN201810233849.1A CN201810233849A CN108560892A CN 108560892 A CN108560892 A CN 108560892A CN 201810233849 A CN201810233849 A CN 201810233849A CN 108560892 A CN108560892 A CN 108560892A
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- frame body
- main frame
- flitch
- anchoring
- scaffold
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- 238000009434 installation Methods 0.000 title claims abstract description 8
- 238000000034 method Methods 0.000 title claims abstract description 7
- 238000004873 anchoring Methods 0.000 claims abstract description 18
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 9
- 239000010959 steel Substances 0.000 claims abstract description 9
- 241001396014 Priacanthus arenatus Species 0.000 claims description 5
- 238000010276 construction Methods 0.000 abstract description 30
- 230000001681 protective effect Effects 0.000 abstract description 9
- 238000009413 insulation Methods 0.000 abstract description 3
- 239000000463 material Substances 0.000 description 7
- 238000005516 engineering process Methods 0.000 description 5
- 210000003195 fascia Anatomy 0.000 description 4
- 238000010586 diagram Methods 0.000 description 3
- 239000010410 layer Substances 0.000 description 3
- 238000013461 design Methods 0.000 description 2
- 238000012797 qualification Methods 0.000 description 2
- 238000012552 review Methods 0.000 description 2
- 230000006978 adaptation Effects 0.000 description 1
- 238000007792 addition Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000005540 biological transmission Effects 0.000 description 1
- 238000011161 development Methods 0.000 description 1
- 238000002474 experimental method Methods 0.000 description 1
- 238000007689 inspection Methods 0.000 description 1
- 239000002346 layers by function Substances 0.000 description 1
- 238000012423 maintenance Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000005259 measurement Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012544 monitoring process Methods 0.000 description 1
- 230000001172 regenerating effect Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G1/00—Scaffolds primarily resting on the ground
- E04G1/02—Scaffolds primarily resting on the ground composed essentially of members elongated in one dimension only, e.g. poles, lattice masts, with or without end portions of special form, connected together by any means
- E04G1/04—Scaffolds primarily resting on the ground composed essentially of members elongated in one dimension only, e.g. poles, lattice masts, with or without end portions of special form, connected together by any means the members being exclusively poles, rods, beams, or other members of similar form and simple cross-section
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G1/00—Scaffolds primarily resting on the ground
- E04G1/38—Scaffolds partly supported by the building
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G5/00—Component parts or accessories for scaffolds
- E04G5/04—Means for fastening, supporting, or bracing scaffolds on or against building constructions
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Ladders (AREA)
Abstract
The invention discloses a kind of hoisting type modularization scaffold and its installation methods.Hoisting type modularization scaffold, 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 present invention 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
Technical field
The present invention relates to a kind of modularization scaffold more particularly to a kind of hoisting type modularization scaffold and its installation sides
Method.
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.
Invention 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, the present invention provides a kind of hoisting type modularization scaffold and its
Installation method.
In order to solve the above technical problems, the technical solution adopted by the present invention is：A kind of hoisting type modularization scaffold, packet
Include 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 is outside
Wall sets up into double overhanging fastener type force structure frame body 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.
Present disclosure further includes the installation method of the hoisting type modularization scaffold, is included the following steps：
Step 1: steel tube fastener sets up double-pole scaffold, rod piece forbids spreading, outermost row's upright bar scaffolding height 6m, frame body
Leger sets up width and is not more than 6m；
Step 2: four small cross bars in frame body bottom centre position, which stretch into, forms groined type frame body in exterior wall window hole；
Step 3: groined type frame body in window hole is embedded in flitch, flitch length is more than window width, is anchored in window hole
Inside；
Step 4: main frame body work surface completely spreads the panel for meeting bearing requirements, frame body lower part completely spreads horizontal big eye safety net,
Close mesh safety net is completely hung on the outside of frame body.
The present invention can be along building or structures wall as unit of a module by scaffold frame composition modular construction
Body is laid in segmented and sliceable integral modularized structure together.Then when needing construction, construction personnel can be by
Multiple scaffold modules are made according to technical scheme of the present invention, the length of scaffold module can be set as fixed dimension, certainly
May be set to be various sizes of combination, enable adaptation to different length building masonry wall and building corner or turn
Construction at angle.In addition, can be built in others according to scaffold module made of integral modularized structure in the present invention
It builds in object construction and reuses, to largely avoid material and artificial waste.
The present invention effectively solves assembly concrete and builds outer protective scaffold anchoring problem, and prefabricated outer wall panel is avoided to construct
Trepanning, which burrows, damages external thermal insulation and architectural surface, while reducing construction cost height and reducing construction quality hidden danger, adds
Fast construction efficiency.
Description of the drawings
Fig. 1 is main frame structure schematic diagram of the present invention.
Fig. 2 is present invention anchoring frame body structural schematic diagram.
Fig. 3 is the structural schematic diagram that the present invention installs.
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
The present invention will be further described in detail below with reference to the accompanying 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 present invention 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 limitation of the present invention, and the present invention is also not limited to the example above, this technology neck
The variations, modifications, additions or substitutions that the technical staff in domain is made within the scope of technical scheme of the present invention, also belong to this hair
Bright protection domain.
Claims (6)
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.
6. the installation method of the hoisting type modularization scaffold described in claim 5, it is characterised in that：Including following step
Suddenly：
Step 1: steel tube fastener sets up double-pole scaffold, rod piece forbids spreading, outermost row's upright bar scaffolding height 6m, the big cross of frame body
Bar sets up width and is not more than 6m；
Step 2: four small cross bars in frame body bottom centre position, which stretch into, forms groined type frame body in exterior wall window hole；
Step 3: groined type frame body in window hole is embedded in flitch, flitch length is more than window width, is anchored in window hole
Side；
Step 4: main frame body work surface completely spreads the panel for meeting bearing requirements, frame body lower part completely spreads horizontal big eye safety net, frame body
Outside completely hangs close mesh safety net.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810233849.1A CN108560892A (en) | 2018-03-21 | 2018-03-21 | A kind of hoisting type modularization scaffold and its installation method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810233849.1A CN108560892A (en) | 2018-03-21 | 2018-03-21 | A kind of hoisting type modularization scaffold and its installation method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108560892A true CN108560892A (en) | 2018-09-21 |
Family
ID=63531959
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810233849.1A Pending CN108560892A (en) | 2018-03-21 | 2018-03-21 | A kind of hoisting type modularization scaffold and its installation method |
Country Status (1)
| Country | Link |
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| CN (1) | CN108560892A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111764622A (en) * | 2020-08-10 | 2020-10-13 | 上海龙象建设集团有限公司 | Special-shaped multifunctional scaffold for curtain wall installation and construction method |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3064328U (en) * | 1999-05-27 | 2000-01-14 | 実 橋場 | Simple assembly scaffold for construction |
| GB0025045D0 (en) * | 1999-07-28 | 2000-11-29 | Wui Loong Scaffolding Works Co | Early Entry |
| AT6043U1 (en) * | 2002-01-17 | 2003-03-25 | Url Otto | ALUMINUM LIGHTWEIGHT SCAFFOLDING FOR EXTERIOR WORK |
| CN103276886A (en) * | 2013-06-25 | 2013-09-04 | 北京金港机场建设有限责任公司 | Overhanging frame at position of high-rise building sloping roof outer eave window and construction method thereof |
| CN206233537U (en) * | 2016-12-07 | 2017-06-09 | 中国建筑第八工程局有限公司 | Suspension scaffold for setting up scaffold in prefabricated construction |
| CN207974494U (en) * | 2018-03-21 | 2018-10-16 | 北京城建科技促进会 | A kind of hoisting type modularization scaffold |
-
2018
- 2018-03-21 CN CN201810233849.1A patent/CN108560892A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3064328U (en) * | 1999-05-27 | 2000-01-14 | 実 橋場 | Simple assembly scaffold for construction |
| GB0025045D0 (en) * | 1999-07-28 | 2000-11-29 | Wui Loong Scaffolding Works Co | Early Entry |
| AT6043U1 (en) * | 2002-01-17 | 2003-03-25 | Url Otto | ALUMINUM LIGHTWEIGHT SCAFFOLDING FOR EXTERIOR WORK |
| CN103276886A (en) * | 2013-06-25 | 2013-09-04 | 北京金港机场建设有限责任公司 | Overhanging frame at position of high-rise building sloping roof outer eave window and construction method thereof |
| CN206233537U (en) * | 2016-12-07 | 2017-06-09 | 中国建筑第八工程局有限公司 | Suspension scaffold for setting up scaffold in prefabricated construction |
| CN207974494U (en) * | 2018-03-21 | 2018-10-16 | 北京城建科技促进会 | A kind of hoisting type modularization scaffold |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111764622A (en) * | 2020-08-10 | 2020-10-13 | 上海龙象建设集团有限公司 | Special-shaped multifunctional scaffold for curtain wall installation and construction method |
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| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| TA01 | Transfer of patent application right | ||
| TA01 | Transfer of patent application right |
Effective date of registration: 20200723 Address after: 100055 the 9 floor of building A, No. 1 construction building in Xicheng District Guang Lian Road, Beijing Applicant after: BEIJING URBAN CONSTRUCTION SCIENCE TECHNOLOGY PROMOTING ASSOCIATION Applicant after: Li Jun Applicant after: Chen Wei Address before: 100055 the 9 floor of building A, No. 1 construction building in Xicheng District Guang Lian Road, Beijing Applicant before: BEIJING URBAN CONSTRUCTION SCIENCE TECHNOLOGY PROMOTING ASSOCIATION Applicant before: BEIJING XINXING JIANYU CONSTRUCTION ENGINEERING Co.,Ltd. Applicant before: Chen Wei |
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| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20180921 |