CN213952915U - A operating platform that encorbelments of formula that can have enough to meet need for in well - Google Patents
A operating platform that encorbelments of formula that can have enough to meet need for in well Download PDFInfo
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- CN213952915U CN213952915U CN202022504494.0U CN202022504494U CN213952915U CN 213952915 U CN213952915 U CN 213952915U CN 202022504494 U CN202022504494 U CN 202022504494U CN 213952915 U CN213952915 U CN 213952915U
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- support
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- joist
- bolt
- shear force
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Abstract
The utility model discloses a can have enough to meet need formula operation platform of encorbelmenting for in well, including shear force wall and support, the left end position department of shear force wall is provided with the support, the right-hand member position department of support is provided with the bolt, the bolt transversely runs through shear force wall department, the top side position department of support is provided with hard isolation, hard isolation includes steel joist, wood joist and plank sheathing, the top side position department of support is provided with steel joist, the top tiling of steel joist is provided with wood joist, pre-buried installation, demolition and later stage structure repair of the crossbeam of shelve type relatively ordinary scaffold are more convenient and fast, the reservation hole of bolt can deepen the utilization shear force wall to the hole of pulling screw rod, and is very little to engineering solid structure influence, more can guarantee construction quality, and the damage of long steel pipe material is nearly zero in the transport of steel pipe material in scaffold demolition simultaneously, the material turnover universality of the support frame is high.
Description
Technical Field
The utility model belongs to the technical field of building construction well inner support sets up and safety protection keeps apart the platform correlation in the well, concretely relates to can have enough to meet need formula operation platform of encorbelmenting for in the well.
Background
A turnover type overhanging operation platform is a support frame used for building scaffolds of an elevator shaft (other shafts can also be suitable) in building construction and for shaft hard isolation measures.
The existing cantilever operation platform technology has the following problems: when the existing building hoistway is constructed, the operation condition of field operators is poor, the constructed support platform is inconvenient to construct, and the operation is difficult during subsequent disassembly, so that the problem of material waste is caused.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide an operation platform is encorbelmented to turnover formula for in the well to when proposing current building well in solving above-mentioned background art and constructing, field operation personnel operating condition is relatively poor, and the support platform of putting up is not convenient for be under construction, and operates the difficulty when follow-up dismantlement, and then leads to the extravagant problem of material.
In order to achieve the above object, the utility model provides a following technical scheme:
the utility model provides an operation platform of encorbelmenting of formula that can have enough to meet need for in well, includes shear force wall and support, the left end position department of shear force wall is provided with the support, the right-hand member position department of support is provided with the bolt, the bolt transversely runs through in shear force wall department, the top side position department of support is provided with hard isolation, hard isolation includes steel joist, keel and plank sheathing, the top side position department of support is provided with steel joist, the top tiling of steel joist is provided with keel, the keel upper berth is equipped with plank sheathing, be provided with the scaffold on the support, and the scaffold pierces through hard isolation setting on the support.
Preferably, the number of the shear walls is two, and the shear walls are vertically arranged in parallel.
Preferably, the supports are arranged at acute angles, the supports are symmetrically distributed on the inner wall of the shear wall, and the surfaces of the supports are subjected to anti-corrosion treatment.
Preferably, the connecting part of the bolt and the shear wall is arranged at a right angle of ninety degrees, and the length of the bolt is greater than the thickness of the wall body.
Preferably, the size and the specification of the grids formed between the steel keels are set consistently, and the thicknesses of the steel keels are the same.
Compared with the prior art, the utility model provides an operation platform is encorbelmented to turnover formula that is used for in well possesses following beneficial effect:
the utility model discloses a support frame of encorbelmenting that scaffold puts up in design well, the installation of support frame, demolish convenient and fast and influence very little to the later stage construction, the protection that has in the well simultaneously concurrently keeps apart provides the support, the pre-buried installation of formula crossbeam is shelved to relative ordinary scaffold, demolish and later stage structure repair more convenient and fast, the hole of shear force wall to the hole of drawing the screw rod can be deepened and utilized to the reservation hole of bolt, it is very little to engineering entity structure influence, construction quality is more guaranteed, the damage of long steel pipe material is nearly zero in the transport of steel pipe material in the scaffold removal simultaneously, support frame self material turnover is high.
Drawings
The accompanying drawings are included to provide a further understanding of the invention, and are incorporated in and constitute a part of this specification, illustrate embodiments of the invention, and together with the description, do not constitute a limitation of the invention, in which:
fig. 1 is a schematic view of an overall structure of a rotatable overhanging operation platform used in a hoistway according to the present invention;
fig. 2 is a schematic structural view of a steel keel according to the present invention;
fig. 3 is a schematic view of the structure of the wood keel provided by the utility model;
fig. 4 is a schematic diagram of a layout structure of a hard isolation plane according to the present invention;
fig. 5 is a schematic plan view of the scaffold according to the present invention;
in the figure: 1. a shear wall; 2. a bolt; 3. a support; 4. hard isolation; 5. a scaffold; 41. a steel keel; 42. wooden keel.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
Referring to fig. 1-5, the present invention provides a technical solution:
the utility model provides an operation platform of encorbelmenting of formula that can have enough to meet need for in well, including shear force wall 1 and support 3, the left end position department of shear force wall 1 is provided with support 3, the right-hand member position department of support 3 is provided with bolt 2, bolt 2 transversely runs through in shear force wall 1 department, the top side position department of support 3 is provided with hard isolation 4, hard isolation 4 includes steel joist 41, wood joist 42 and plank sheathing, the top side position department of support 3 is provided with steel joist 41, the top tiling of steel joist 41 is provided with wood joist 42, be provided with scaffold 5 on the support 3, and scaffold 5 pierces through hard isolation 4 settings on support 3.
The utility model discloses a theory of operation and use flow: the utility model discloses install the back of crossing, keep apart 4 firmly and be the right angle setting with shear force wall 1, the centre is provided with steel joist 41, wood joist 42 is fixed steel joist 41, can prevent that personnel from weighing down and fall and hinder, the installation of support frame, demolish convenient and fast and influence very little to the later stage construction, simultaneously have the protection in the well concurrently and keep apart and provide the support, the pre-buried installation of shelving formula crossbeam is put up to the relatively ordinary, demolish and later stage structure repair convenient and fast more, bolt 2's reservation hole can deepening utilize shear force wall 1 to the hole of drawing the screw rod, it is very little to engineering entity structural influence, construction quality can be guaranteed more, the damage of long steel pipe material is almost zero in the transport of steel-pipe material in removing at scaffold 5 simultaneously, support frame self material turnover nature is high.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (5)
1. The utility model provides an operation platform can have enough to meet need in well, includes shear force wall (1) and support (3), its characterized in that: the left end position department of shear force wall (1) is provided with support (3), the right-hand member position department of support (3) is provided with bolt (2), bolt (2) transversely run through in shear force wall (1) department, the top side position department of support (3) is provided with hard isolation (4), hard isolation (4) include steel joist (41), wooden joist (42) and plank sheathing, the top side position department of support (3) is provided with steel joist (41), the top tiling of steel joist (41) is provided with wooden joist (42), and is provided with the plank sheathing on wooden joist (42), be provided with scaffold (5) on support (3), and scaffold (5) pierce through hard isolation (4) and set up on support (3).
2. A reversible overhanging operating platform for use in a hoistway as claimed in claim 1 wherein: the number of the shear walls (1) is two, and the shear walls (1) are arranged in a vertical parallel mode.
3. A reversible overhanging operating platform for use in a hoistway as claimed in claim 1 wherein: the support (3) is arranged at an acute angle, the support (3) is symmetrically distributed on the inner wall of the shear wall (1), and the surface of the support (3) is subjected to anti-corrosion treatment.
4. A reversible overhanging operating platform for use in a hoistway as claimed in claim 1 wherein: the connecting part of the bolt (2) and the shear wall (1) is arranged in a right angle of ninety degrees, and the length of the bolt (2) is greater than the thickness of the shear wall (1).
5. A reversible overhanging operating platform for use in a hoistway as claimed in claim 1 wherein: the size and the specification of the grids formed among the steel keels (41) are set consistently, and the thicknesses of the steel keels (41) are the same.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022504494.0U CN213952915U (en) | 2020-11-03 | 2020-11-03 | A operating platform that encorbelments of formula that can have enough to meet need for in well |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022504494.0U CN213952915U (en) | 2020-11-03 | 2020-11-03 | A operating platform that encorbelments of formula that can have enough to meet need for in well |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN213952915U true CN213952915U (en) | 2021-08-13 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202022504494.0U Active CN213952915U (en) | 2020-11-03 | 2020-11-03 | A operating platform that encorbelments of formula that can have enough to meet need for in well |
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| CN (1) | CN213952915U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115233961A (en) * | 2022-06-13 | 2022-10-25 | 上海建工一建集团有限公司 | Construction safety protection platform structure and method for air deformation of core barrel |
-
2020
- 2020-11-03 CN CN202022504494.0U patent/CN213952915U/en active Active
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115233961A (en) * | 2022-06-13 | 2022-10-25 | 上海建工一建集团有限公司 | Construction safety protection platform structure and method for air deformation of core barrel |
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