CN206800949U - Operating platform for construction work high above the ground - Google Patents

Operating platform for construction work high above the ground Download PDF

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Publication number
CN206800949U
CN206800949U CN201720379198.8U CN201720379198U CN206800949U CN 206800949 U CN206800949 U CN 206800949U CN 201720379198 U CN201720379198 U CN 201720379198U CN 206800949 U CN206800949 U CN 206800949U
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CN
China
Prior art keywords
steel structure
module
operating platform
shaped steel
ground
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Expired - Fee Related
Application number
CN201720379198.8U
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Chinese (zh)
Inventor
施志凯
遇瑞
黄文华
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.)
Shanghai Baoye Group Corp Ltd
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Shanghai Baoye Group Corp 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.)
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Priority to CN201720379198.8U priority Critical patent/CN206800949U/en
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Publication of CN206800949U publication Critical patent/CN206800949U/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 operating platform for construction work high above the ground, this operating platform includes supporting module, basic module, rail module and some active modules;Supporting module is made up of uniform steel column, crossbeam and hound, and two U-shaped steel structure frames positioned opposite of basic module are located at the top surface of supporting module;The rectangle steel structure frame of active module is in a row between two U-shaped steel structure frames and positioned at the both ends of U-shaped steel structure frame;Some straight-bars of rail module are located at some straight-bars located at the periphery of two U-shaped steel structure frames, cross bar spaced horizontal.This operating platform has the advantages of Fast Installation and dismounting, a variety of types of service, size adjustable, can effectively improve efficiency of construction, reduces construction cost, it is ensured that the security of work high above the ground.

Description

Operating platform for construction work high above the ground
Technical field
It the utility model is related to a kind of operating platform for construction work high above the ground.
Background technology
Traditional architecture construction work high above the ground operating platform generally sets up scaffold and face paving checkered steel plate, or uses temporarily Shaped steel and steel plate are set up.These platform repeat usages are low, potential safety hazard be present, it has not been convenient to and remove, and improve construction cost, it is difficult To meet the requirement of the Normalization of construction.The more advanced high-altitude operation platform of the realm of building construction is using " spliced at present Lattice flat board ", the platform are customed product, can not adapt to the construction operation needs of sizes, and assembled(Remove)When, it is Work high above the ground is, it is necessary to weld(Cutting), lifting(Move position), not only efficiency is low, is also easy to topple, and triggers security incident.
The content of the invention
Technical problem to be solved in the utility model is to provide a kind of operating platform for construction work high above the ground, This operating platform has the advantages of Fast Installation and dismounting, a variety of types of service, size adjustable, can effectively improve efficiency of construction, Reduce construction cost, it is ensured that the security of work high above the ground.
In order to solve the above technical problems, the operating platform that the utility model is used for construction work high above the ground includes branch hold mode Block, basic module, rail module and some active modules;
The supporting module includes four steel columns, four crossbeams and four hounds, and four steel columns are uniform in interval It is arranged vertically, one end of four crossbeams is respectively arranged on the top of four steel columns, and four hounds are respectively arranged on Between the steel column and crossbeam;
The basic module includes two U-shaped steel structure frames positioned opposite, and described two U-shaped steel structure frames are located at Four crossbeam top surfaces of the supporting module;
The active module is rectangle steel structure frame, and some rectangle steel structure frames are in a row located at the basic mould Between two U-shaped steel structure frames of block and positioned at the both ends of U-shaped steel structure frame;
The rail module includes some straight-bars and some cross bars, and some straight-bar interval verticals are located at described two U The periphery of shape steel structure frame, some cross bar spaced horizontals are located at some straight-bars.
Further, this operating platform also includes some checkered steel plates, and some checkered steel plates are layed in the base respectively Plinth module and active module top surface.
Further, this operating platform also includes four hangers, and four hangers, which are respectively separated, is laid in described two U The base of shape steel structure frame.
Further, this operating platform also includes some sleeves, and some sleeve intervals are located at described two U-shaped steel constructions The periphery of framework, some straight-bars insert some sleeves and by being fixed located at the pin of the sleeve respectively.
Further, by wearing bolt connection, the activity between the adjacent rectangle steel structure frame of the active module Pass through connecting plate and some bolt connections between the rectangle steel structure frame of module and the U-shaped steel structure frame of basic module.
Further, connect between the rectangle steel structure frame of the active module and the U-shaped steel structure frame of basic module Some pitchs of bolts be 50mm.
The operating platform for being used for construction work high above the ground due to the utility model employs above-mentioned technical proposal, i.e. this behaviour Making platform includes supporting module, basic module, rail module and some active modules;Supporting module is by uniform steel column, crossbeam Formed with hound, two U-shaped steel structure frames positioned opposite of basic module are located at the top surface of supporting module;Active module Rectangle steel structure frame in a row between two U-shaped steel structure frames and positioned at the both ends of U-shaped steel structure frame;Fence Some straight-bars of module are located at some straight-bars located at the periphery of two U-shaped steel structure frames, cross bar spaced horizontal.This operating platform With Fast Installation and the advantages of dismounting, a variety of types of service, size adjustable, efficiency of construction can be effectively improved, reduction is constructed into This, it is ensured that the security of work high above the ground.
Brief description of the drawings
The utility model is described in further detail with embodiment below in conjunction with the accompanying drawings:
Fig. 1 is the operating platform structural representation that the utility model is used for construction work high above the ground;
Fig. 2 is the floor map of this operating platform;
Fig. 3 is the elevational schematic view of this operating platform.
Embodiment
As shown in Figure 1, Figure 2 and Figure 3, the operating platform that the utility model is used for construction work high above the ground includes embodiment Supporting module 1, basic module 2, rail module 3 and some active modules 4;
The supporting module 1 includes four steel columns, 11, four crossbeams 12 and four hounds 13, and four steel columns 11 are in Uniform vertical arrangement is spaced, one end of four crossbeams 12 is respectively arranged on the top of four steel columns 11, and described four tiltedly Strut 13 is respectively arranged between the steel column 11 and crossbeam 12;
The basic module 2 includes two U-shaped steel structure frames 21 positioned opposite, described two U-shaped steel structure frames 21 are located at four top surfaces of crossbeam 12 of the supporting module 1;
The active module 4 is rectangle steel structure frame 41, and some rectangle steel structure frames 41 are in a row located at described Between two U-shaped steel structure frames 21 of basic module 2 and positioned at the both ends of U-shaped steel structure frame 21;
The rail module 3 includes some straight-bars 31 and some cross bars 32, and some interval verticals of straight-bar 31 are located at institute The periphery of two U-shaped steel structure frames 21 is stated, some spaced horizontals of cross bar 32 are located at some straight-bars 31.
Preferably, this operating platform also includes some checkered steel plates 5, and some checkered steel plates 5 are layed in described respectively Basic module 2 and the top surface of active module 4.Standing of the operating personnel on this operating platform is easy in the laying of checkered steel plate, and has There is anti-skidding function, to ensure the safety of Job Operations.
Preferably, this operating platform also includes four hangers 6, and four hangers 6, which are respectively separated, is laid in described two The base of individual U-shaped steel structure frame 21.The integral hoisting that hanger is used for after basic module and active module assembling, it is flat to improve operation The disassembly efficiency of platform.
Preferably, this operating platform also includes some sleeves 7, and some intervals of sleeve 7 are located at described two U-shaped steel knots The periphery of structure framework 21, some straight-bars 31 insert some sleeves 7 and by the pins located at the sleeve 7 respectively 71 fix.Connected by forming bolt-type between sleeve and pin straight-bar and U-shaped steel structure frame, greatly facilitate fence The installation of module and dismounting efficiency.
Preferably, it is described by being connected to wearing bolt 42 between the adjacent rectangle steel structure frame 41 of the active module 4 By connecting plate 22 and some between the rectangle steel structure frame 41 of active module 4 and the U-shaped steel structure frame 21 of basic module 2 Bolt 23 connects.To wearing bolt for the connection between each rectangle steel structure frame and facilitating the increasing of some rectangle steel structure frames Subtract so that the size adjustable of whole operation platform, meanwhile, pass through connection between rectangle steel structure frame and U-shaped steel structure frame Plate and some bolt connections improve the reliability and rigidity of connection, it is ensured that the stability of operating platform plane.
Preferably, the rectangle steel structure frame 41 of the active module 4 and the U-shaped steel structure frame of basic module 2 are connected If the spacing of bolt stem 23 between 21 is 50mm.The bolt of 50mm spacing can be regarded as solid matter, further ensure that rectangle steel construction The reliability and rigidity that framework is connected with U-shaped steel structure frame.
Steel column, crossbeam and the triangle support of hound of this operating platform supporting module, play basic module, fence The supporting role of module and some active modules, after supporting module is set up, built-up foundation module and active module on ground, Two U-shaped steel structure frames of basic module are spaced apart symmetrical structure, according to the size of operating platform in two U-shaped steel Increase and decrease rectangle steel structure frame between structural framing, use between rectangle steel structure frame to wearing bolt connection, and U-shaped steel construction Connecting plate and some bolt connections are used between framework and rectangle steel structure frame, so that U-shaped steel structure frame and rectangle Steel structure frame forms the plane of an entirety, and basic module and active module are extremely propped up after being completed by hanger Integral lifting On hold mode block, then rail module is set up in the periphery of U-shaped steel structure frame, completes the erection of whole operation platform.And grasp Make to perform opposite installation procedure during platform removal, so as to realize the fast assembling-disassembling of operating platform.
The structure of this operating platform is simple, and dismounting is quick and convenient, and can be sized as needed, effectively improves and is applied to The versatility of the operating platform of work high above the ground, both ensure the globality of structure, can easily and fast dismount again, and improve construction effect Rate, realize that modularization is built, can be produced in batches, in actual use, the operating platform set up is adjusted according to construction requirement Size, energy-saving consumption-reducing, reduce cost of manufacture.

Claims (6)

  1. A kind of 1. operating platform for construction work high above the ground, it is characterised in that:This operating platform includes supporting module, base Plinth module, rail module and some active modules;
    The supporting module includes four steel columns, four crossbeams and four hounds, and four steel columns are in interval uniform vertical Arrangement, one end of four crossbeams are respectively arranged on the top of four steel columns, and four hounds are respectively arranged on described Between steel column and crossbeam;
    The basic module includes two U-shaped steel structure frames positioned opposite, and described two U-shaped steel structure frames are located at described Four crossbeam top surfaces of supporting module;
    The active module is rectangle steel structure frame, and some rectangle steel structure frames are in a row located at the basic module Between two U-shaped steel structure frames and positioned at the both ends of U-shaped steel structure frame;
    The rail module includes some straight-bars and some cross bars, and some straight-bar interval verticals are located at described two U-shaped steel The periphery of structural framing, some cross bar spaced horizontals are located at some straight-bars.
  2. 2. the operating platform according to claim 1 for construction work high above the ground, it is characterised in that:This operating platform Also include some checkered steel plates, some checkered steel plates are layed in basic module and the active module top surface respectively.
  3. 3. the operating platform according to claim 1 or 2 for construction work high above the ground, it is characterised in that:This operation Platform also includes four hangers, and four hangers are respectively separated the base for being laid in described two U-shaped steel structure frames.
  4. 4. the operating platform according to claim 3 for construction work high above the ground, it is characterised in that:This operating platform Also include some sleeves, some sleeve intervals are located at the periphery of described two U-shaped steel structure frames, some straight-bars point Some sleeves are not inserted and by being fixed located at the pin of the sleeve.
  5. 5. the operating platform according to claim 3 for construction work high above the ground, it is characterised in that:The movable mold By to wearing bolt connection, rectangle steel structure frame and the basis of the active module between the adjacent rectangle steel structure frame of block Pass through connecting plate and some bolt connections between the U-shaped steel structure frame of module.
  6. 6. the operating platform according to claim 5 for construction work high above the ground, it is characterised in that:Connect the work Some pitchs of bolts between the rectangle steel structure frame of dynamic model block and the U-shaped steel structure frame of basic module are 50mm.
CN201720379198.8U 2017-04-12 2017-04-12 Operating platform for construction work high above the ground Expired - Fee Related CN206800949U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720379198.8U CN206800949U (en) 2017-04-12 2017-04-12 Operating platform for construction work high above the ground

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720379198.8U CN206800949U (en) 2017-04-12 2017-04-12 Operating platform for construction work high above the ground

Publications (1)

Publication Number Publication Date
CN206800949U true CN206800949U (en) 2017-12-26

Family

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Family Applications (1)

Application Number Title Priority Date Filing Date
CN201720379198.8U Expired - Fee Related CN206800949U (en) 2017-04-12 2017-04-12 Operating platform for construction work high above the ground

Country Status (1)

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CN (1) CN206800949U (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109779221A (en) * 2019-03-27 2019-05-21 山东金城装饰工程有限公司 Steel corridor bottom curtain wall construction platform and construction technology
CN110984547A (en) * 2019-12-17 2020-04-10 四川省精瑞石化装备有限公司 Wellhead operation platform
CN114412153A (en) * 2022-01-13 2022-04-29 上海二十冶建设有限公司 Combined platform for butt joint of section steel variable-step columns and using method
CN117306837A (en) * 2023-11-30 2023-12-29 北京建工集团有限责任公司 Operating platform for truss of column building and installation method thereof

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109779221A (en) * 2019-03-27 2019-05-21 山东金城装饰工程有限公司 Steel corridor bottom curtain wall construction platform and construction technology
CN110984547A (en) * 2019-12-17 2020-04-10 四川省精瑞石化装备有限公司 Wellhead operation platform
CN114412153A (en) * 2022-01-13 2022-04-29 上海二十冶建设有限公司 Combined platform for butt joint of section steel variable-step columns and using method
CN117306837A (en) * 2023-11-30 2023-12-29 北京建工集团有限责任公司 Operating platform for truss of column building and installation method thereof
CN117306837B (en) * 2023-11-30 2024-04-05 北京建工集团有限责任公司 Operating platform for truss of column building and installation method thereof

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

Granted publication date: 20171226

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