CN112878655A - Shaping integral lifting type operation platform for light production well and construction method thereof - Google Patents
Shaping integral lifting type operation platform for light production well and construction method thereof Download PDFInfo
- Publication number
- CN112878655A CN112878655A CN202110323479.2A CN202110323479A CN112878655A CN 112878655 A CN112878655 A CN 112878655A CN 202110323479 A CN202110323479 A CN 202110323479A CN 112878655 A CN112878655 A CN 112878655A
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- operation platform
- lifting type
- construction method
- integral lifting
- platform
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- 238000010276 construction Methods 0.000 title claims abstract description 21
- 238000004519 manufacturing process Methods 0.000 title claims description 6
- 238000007493 shaping process Methods 0.000 title claims description 4
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 46
- 239000010959 steel Substances 0.000 claims abstract description 46
- 239000011241 protective layer Substances 0.000 claims abstract description 23
- 238000002955 isolation Methods 0.000 claims description 36
- 239000010410 layer Substances 0.000 claims description 15
- 239000011248 coating agent Substances 0.000 claims description 12
- 238000000576 coating method Methods 0.000 claims description 12
- 239000011229 interlayer Substances 0.000 claims description 12
- 238000000034 method Methods 0.000 claims description 8
- 238000013461 design Methods 0.000 claims description 5
- 230000001681 protective effect Effects 0.000 claims description 3
- 230000007306 turnover Effects 0.000 claims 2
- 238000009434 installation Methods 0.000 abstract description 5
- 239000000463 material Substances 0.000 abstract description 5
- 239000002994 raw material Substances 0.000 abstract description 3
- 230000001360 synchronised effect Effects 0.000 abstract 1
- 230000009286 beneficial effect Effects 0.000 description 4
- 238000000605 extraction Methods 0.000 description 2
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- 230000002093 peripheral effect Effects 0.000 description 2
- 238000005728 strengthening Methods 0.000 description 2
- 238000009435 building construction Methods 0.000 description 1
- 238000005034 decoration Methods 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 238000012827 research and development Methods 0.000 description 1
Images
Classifications
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- 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
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/28—Mobile scaffolds; Scaffolds with mobile platforms
-
- 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
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
-
- 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
-
- 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
- E04G5/001—Safety or protective measures against falling down relating to scaffoldings
-
- 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
-
- 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
- E04G5/16—Struts or stiffening rods, e.g. diagonal rods
-
- 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
- E04G3/00—Scaffolds essentially supported by building constructions, e.g. adjustable in height
- E04G3/28—Mobile scaffolds; Scaffolds with mobile platforms
- E04G2003/286—Mobile scaffolds; Scaffolds with mobile platforms mobile vertically
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The lighting well regularization integral lifting type operation platform and the construction method thereof, the operation platform comprises a frame support, a support batten, a protective layer arranged on the support batten, a bearing structure arranged at the bottom of the operation platform, the bearing structure comprises a bearing rectangular steel beam fixed at the bottom of the operation platform and a rectangular bolt steel plate arranged in the bearing rectangular steel beam, the lighting well regularization integral lifting type operation platform is a regularization product developed by self, the installation is convenient and fast, the synchronous lifting along with the main structure meets the requirement of safe operation, a large number of steel pipes and the investment of raw materials such as fasteners can be reduced, the investment of labor cost is reduced while the investment of material cost is reduced, the integral stability is better, and the operation safety is more guaranteed.
Description
Technical Field
The invention relates to the field of building construction equipment, in particular to a setting integral lifting type operating platform of a light extraction well and a construction method thereof.
Background
The common practice of a production well operation platform is as follows: the platform is erected by adopting a fastener type steel pipe scaffold or a disc buckle type or wheel buckle type scaffold and is used as a safe operation platform during structural construction operation or decoration operation. The operation platform is firstly put on the structural plate, and the height of the operation platform is not more than 18 meters due to safety consideration. And starting the second picking, wherein each picking operation platform is positioned on the overhanging I-shaped steel, and the set height is not more than 18 m.
Objective disadvantages of the prior art:
(1) except that the seat of choosing first falls on the structural slab, all the other each choose before producing light well operation platform sets up, all need pre-buried anchor ring on the structural slab that corresponds for the installation of I-steel encorbelments is fixed, needs to occupy half a day's construction period, is unfavorable for the assurance of time limit for a project.
(2) The traditional method can occupy a large amount of raw materials such as steel pipes, fasteners and the like, and is not beneficial to saving material cost. The traditional method needs repeated erection operation along with the main structure, which is not beneficial to saving labor cost.
Disclosure of Invention
The invention aims to provide a setting integral lifting type operation platform for a light extraction well and a construction method thereof, and solves the problems that the prior art occupies a key construction period, occupies a large amount of raw materials such as steel pipes and fasteners, and is not beneficial to saving material cost and labor cost.
In order to achieve the purpose, the invention adopts the following technical scheme:
the shaping integral lifting type operation platform for the light production well and the construction method thereof are characterized in that: operation platform includes that the frame supports, supports the flitch, establishes at the inoxidizing coating that supports the flitch, establishes the load-carrying members of operation platform bottom, load-carrying members establishes including the rectangle bolt steel sheet in the bearing rectangle girder steel of fixing in the operation platform bottom and the bearing rectangle girder steel, the hard isolation steel in bottom turns over the board is established to whole promotion formula operation platform bottom.
Furthermore, the protective layer comprises a top operation protective layer and an interlayer operation protective layer, and the supporting battens comprise top operation protective layer supporting battens and interlayer isolation protective layer supporting battens.
Further, establish top hard isolation protection template on the top operation inoxidizing coating, establish the interlayer isolation protection template on the operation protection between layers, top hard isolation protection template is established on top operation inoxidizing coating supports the flitch, the interlayer isolation protection template is established on interlayer isolation inoxidizing coating supports the flitch.
Further, the frame supports and establishes whole promotion formula operation platform's the outside, the frame supports and includes vertical side's pipe, horizontal side's pipe, establish diagonal bracing side's pipe on the vertical side's pipe.
Furthermore, the bottom hard isolation steel turning plate is hinged with the horizontal square tube at the bottom through a hinge.
Furthermore, a lifting ring is arranged on the top operation protective layer and is arranged on the horizontal square pipe at the top.
Further, establish upper portion stiffening rib, lower part stiffening rib between vertical side's pipe and the horizontal side's pipe, upper portion stiffening rib and lower part stiffening rib are used for strengthening the bearing capacity of vertical side's pipe and horizontal side's pipe, improve stability.
Compared with the prior art, the invention has the following beneficial effects:
1. the whole lift-type operation platform of daylighting well regularization is the regularization product of self-control research and development, and it is convenient to install, promotes along with the major structure synchronization, satisfies the demand of safe operation.
2. Adopt the whole lift-type operation platform of lighting well regularization, can reduce the input of former materials such as steel pipe, fastener in a large number, reduce the input of labour cost when reducing the material cost input.
3. The setting integral lifting type operation platform of the light well is a setting product, the integral stability is better, and the operation safety is more guaranteed.
Drawings
FIG. 1 is a schematic view of the structure of the present invention.
FIG. 2 is an enlarged view of region A of FIG. 1 according to the present invention.
FIG. 3 is an enlarged view of area B of FIG. 1 according to the present invention.
FIG. 4 is an enlarged view of the area C of FIG. 1 according to the present invention.
FIG. 5 is an enlarged view of region D of FIG. 1 according to the present invention.
Figure 6 is a schematic view of the load bearing structure of the present invention.
Shown in the figure: 1. the steel plate comprises a lifting ring 2, a top layer hard isolation protection template 3, a top operation protective layer supporting batten 4, an upper stiffening rib 5, a lower stiffening rib 6, an interlayer isolation protection template 7, an interlayer isolation protective layer supporting batten 8, an oblique supporting square pipe 9, a vertical square pipe 10, a horizontal square pipe 11, a bottom hard isolation steel turning plate 12, a hinge 13, a bottom hard isolation pattern steel plate 14, a bearing rectangular steel beam 15 and a rectangular bolt steel plate.
Detailed Description
The invention is further described below with reference to fig. 1-6.
The operation platform comprises a frame support, a support batten, a protective layer arranged on the support batten, and a bearing structure arranged at the bottom of the operation platform, wherein the frame support is arranged on the outer side of the integral lifting type operation platform, the frame support comprises a vertical square pipe 9 and a horizontal square pipe 10, and an inclined support square pipe 8 is arranged on the vertical square pipe 9.
The protective layer comprises a top operation protective layer and an interlayer operation protective layer, and the supporting battens comprise top operation protective layer supporting battens 3 and interlayer isolation protective layer supporting battens 7. Establish top hard isolation protection template 2 on the top operation inoxidizing coating, establish layer isolation protection template 6 on the operation inoxidizing coating between the layers, top hard isolation protection template 2 is established on top operation inoxidizing coating support flitch 3, layer isolation protection template 6 is established on layer isolation inoxidizing coating support flitch 7 between the layers.
The bearing structure comprises a bearing rectangular steel beam 14 fixed at the bottom of the operating platform and a rectangular bolt steel plate 15 arranged in the bearing rectangular steel beam 14. The bottom hard isolation pattern steel plate 13 is arranged at the bottom of the lifting type operation platform, the bottom hard isolation pattern steel plate 13 is arranged between the horizontal square tubes at the bottom, the bottom hard isolation steel turning plate 11 is hinged with the horizontal square tubes at the bottom through hinges 12, and the bottom hard isolation steel turning plate 11 is hinged with the bottom hard isolation pattern steel plate 13. And a lifting ring 1 is arranged on the top operation protective layer, and the lifting ring 1 is arranged on a horizontal square pipe at the top. The lifting ring 1 is used for hooking a hook of a tower crane when the operation platform is lifted. Establish upper portion stiffening rib 4, lower part stiffening rib 5 between vertical square pipe 9 and the horizontal square pipe 10, upper portion stiffening rib 4 and lower part stiffening rib 5 are used for strengthening the bearing capacity of vertical square pipe and horizontal square pipe, improve stability.
The method comprises the following specific working steps:
the method comprises the following steps: and carrying out deepening design of the setting integral lifting type operating platform of the light well according to design construction drawings. Considering the working surface and safety requirements of related operations, the distance between the operating platform and the peripheral structure is preferably less than or equal to 250mm, and the height of the operating platform is considered according to the 3 layers of the covering structure.
Step two: a standard blanking list is provided according to a deepened design drawing, accurate blanking is carried out through a centralized processing workshop, and 40 multiplied by 3 vertical square tubes, horizontal square tubes, oblique supporting square tubes, upper and lower stiffening ribs, 80 multiplied by 160 multiplied by 5 rectangular bearing steel beams, 68 multiplied by 145 multiplied by 15 rectangular bolt steel plates, phi 20 lifting rings, 3mm thick pattern steel plates and the like are accurately equipped.
Step three: and assembling the shaped integral lifting type operation platform according to the deepened design drawing.
Step four: and hoisting the shaped integral lifting type operating platform to the corresponding lighting well by adopting a tower crane for installation and fixation. The operation platform is hoisted to about 500mm away from the supporting structure beam and the plate surface, the rectangular bolt steel plate is pulled out, and the installation position is manually finely adjusted to be seated on the supporting structure beam and the plate.
Step five: and installing and fixing protective support battens and laying protective templates at corresponding positions of the operation layer and the interlayer, so as to meet the requirement of safe operation. The hard isolation steel turning plate at the bottom is turned to be tightly attached to the peripheral structure so as to prevent the object from being hit.
Step six: and when the main structure is constructed for one layer, the tower crane is only needed to be lifted and installed in place. When the lifting installation is carried out, the bolt steel plate needs to be pushed into the bearing steel beam, the bottom hard isolation steel turning plate needs to be turned over to the bottom hard isolation pattern steel plate, and the collision between the lifting process and the structure is avoided.
Step seven: and repeating the operation process of the step six until the main body structure is capped.
Step eight: when the integrated lifting type operation platform is shaped to be dismantled, the tower crane is adopted for hoisting.
The above description is only for the preferred embodiment of the present invention, and the shown orientation or positional relationship is only for the convenience of describing the present invention and simplifying the description, the terms "disposed", "installed", "connected", "fixed", etc. should be understood in a broad sense, and various modifications and changes may be made to the present invention by those skilled in the art. Any modification, equivalent replacement, or improvement made within the spirit and principle of the present invention should be included in the protection scope of the present invention.
Claims (7)
1. The shaping integral lifting type operation platform for the light production well and the construction method thereof are characterized in that: the operation platform comprises a frame support, a support batten, a protective layer arranged on the support batten and a bearing structure arranged at the bottom of the operation platform, wherein the bearing structure comprises a bearing rectangular steel beam fixed at the bottom of the operation platform and a rectangular bolt steel plate arranged in the bearing rectangular steel beam, and a bottom hard isolation steel turnover plate is arranged at the bottom of the integral lifting type operation platform;
the construction method comprises the following steps:
the method comprises the following steps: designing the operating platform according to a construction drawing;
step two: blanking according to the design result of the first step;
step three: assembling the integral lifting operation platform;
step four: installing and fixing the integrated lifting type operating platform assembled in the step three;
step five: laying a protective template on the operation layer, closely attaching the bottom hard isolation turning plate to the periphery, and placing an object to strike;
step six: after the construction of the corresponding floor is finished, the integral lifting type operating platform is lifted, the bolt steel plate is pushed into the bearing steel beam, the bottom hard isolation steel turnover plate is required to be turned over to the bottom hard isolation pattern steel plate, and the collision with the structure in the lifting process is avoided;
step seven: repeating the operation, and repeating the lifting action of the step six after the operation is finished until all the construction is finished;
step eight: when the integrated lifting type operation platform is dismantled, a tower crane is used for hoisting.
2. The daylighting well regularization integral lifting type operation platform and the construction method thereof as claimed in claim 1, wherein: the protective layer comprises a top operation protective layer and an interlayer operation protective layer, and the supporting battens comprise top operation protective layer supporting battens and interlayer isolation protective layer supporting battens.
3. The daylighting well stereotyped integral lifting type operation platform and the construction method thereof as claimed in claim 2, wherein: establish the hard protection template of keeping apart in top on the top operation inoxidizing coating, establish the isolation protection template between the layer on the operation inoxidizing coating between the layer, the hard protection template of keeping apart in top is established on top operation inoxidizing coating supports the flitch, the isolation protection template between the layer is established on the isolation inoxidizing coating supports the flitch between the layer.
4. The daylighting well-shaped integral lifting type operation platform and the construction method thereof according to claim 3, wherein the frame support is arranged on the outer side of the integral lifting type operation platform, the frame support comprises a vertical square pipe and a horizontal square pipe, and an oblique support square pipe is arranged on the vertical square pipe.
5. The daylighting well stereotyped integral lifting type operation platform and the construction method thereof as claimed in claim 4, wherein: the bottom hard isolation steel turning plate is hinged with the horizontal square tube at the bottom through a hinge.
6. The daylighting well-shaped integral lifting type operating platform and the construction method thereof as claimed in claim 5, wherein a lifting ring is arranged on the top operation protective layer, and the lifting ring is fixed on a horizontal square pipe on the top.
7. The production well finalized integral lift-type operation platform and its construction method according to claim 6, wherein an upper stiffening rib and a lower stiffening rib are provided between said vertical square tubes and horizontal square tubes.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110323479.2A CN112878655A (en) | 2021-03-26 | 2021-03-26 | Shaping integral lifting type operation platform for light production well and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110323479.2A CN112878655A (en) | 2021-03-26 | 2021-03-26 | Shaping integral lifting type operation platform for light production well and construction method thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN112878655A true CN112878655A (en) | 2021-06-01 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202110323479.2A Withdrawn CN112878655A (en) | 2021-03-26 | 2021-03-26 | Shaping integral lifting type operation platform for light production well and construction method thereof |
Country Status (1)
| Country | Link |
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| CN (1) | CN112878655A (en) |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007154540A (en) * | 2005-12-06 | 2007-06-21 | Japan Steels International Inc | Temporary scaffolding unit |
| CN205224567U (en) * | 2015-11-19 | 2016-05-11 | 中国葛洲坝集团第六工程有限公司 | Collapsible foldable elevartor shaft construction platform |
| CN105952129A (en) * | 2016-06-20 | 2016-09-21 | 中国建筑第二工程局有限公司 | Elevator shaft combined type integral lifting operation platform and construction method thereof |
| CN206769351U (en) * | 2017-05-05 | 2017-12-19 | 中天建设集团有限公司 | A kind of regularization hoistway operation platform hoisting frame |
| CN206957181U (en) * | 2017-07-13 | 2018-02-02 | 广东建星建造集团有限公司 | Elevator circulates steel operating platform |
| CN209413263U (en) * | 2019-01-15 | 2019-09-20 | 四川省第六建筑有限公司 | A tool-type overall hoisting operation platform for an elevator shaft |
| CN218758633U (en) * | 2021-03-26 | 2023-03-28 | 中天建设集团有限公司 | A stereotyped overall lifting operation platform for lighting wells |
-
2021
- 2021-03-26 CN CN202110323479.2A patent/CN112878655A/en not_active Withdrawn
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2007154540A (en) * | 2005-12-06 | 2007-06-21 | Japan Steels International Inc | Temporary scaffolding unit |
| CN205224567U (en) * | 2015-11-19 | 2016-05-11 | 中国葛洲坝集团第六工程有限公司 | Collapsible foldable elevartor shaft construction platform |
| CN105952129A (en) * | 2016-06-20 | 2016-09-21 | 中国建筑第二工程局有限公司 | Elevator shaft combined type integral lifting operation platform and construction method thereof |
| CN206769351U (en) * | 2017-05-05 | 2017-12-19 | 中天建设集团有限公司 | A kind of regularization hoistway operation platform hoisting frame |
| CN206957181U (en) * | 2017-07-13 | 2018-02-02 | 广东建星建造集团有限公司 | Elevator circulates steel operating platform |
| CN209413263U (en) * | 2019-01-15 | 2019-09-20 | 四川省第六建筑有限公司 | A tool-type overall hoisting operation platform for an elevator shaft |
| CN218758633U (en) * | 2021-03-26 | 2023-03-28 | 中天建设集团有限公司 | A stereotyped overall lifting operation platform for lighting wells |
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Application publication date: 20210601 |