CN205314519U - High altitude operation platform based on truss - Google Patents

High altitude operation platform based on truss Download PDF

Info

Publication number
CN205314519U
CN205314519U CN201620066345.1U CN201620066345U CN205314519U CN 205314519 U CN205314519 U CN 205314519U CN 201620066345 U CN201620066345 U CN 201620066345U CN 205314519 U CN205314519 U CN 205314519U
Authority
CN
China
Prior art keywords
truss
platform
altitude
scaffold
springboard
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.)
Active
Application number
CN201620066345.1U
Other languages
Chinese (zh)
Inventor
张新明
蒋勇
郭海玲
王全鑫
车昌盛
蒋俊
王军
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.)
China Construction Industrial and Energy Engineering Group Co Ltd
Original Assignee
China Construction Industrial Equipment Installation Co 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.)
Filing date
Publication date
Application filed by China Construction Industrial Equipment Installation Co Ltd filed Critical China Construction Industrial Equipment Installation Co Ltd
Priority to CN201620066345.1U priority Critical patent/CN205314519U/en
Application granted granted Critical
Publication of CN205314519U publication Critical patent/CN205314519U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Abstract

The utility model discloses a high altitude operation platform based on truss, including two spaced trusss, correspond respectively on the web member of two trusss to install and support the couple, two the parallel has erect many foot handle bars between the support couple, foot handle bar upper berth is equipped with the springboard. The utility model discloses a high altitude operation platform sets up based on the truss, can utilize the simple equipments of process such as the on -the -spot commonly used steel sheet of operation, reinforcing bar, springboard to form easily the platform that ann tore open, and the swift provides large tracts of land high altitude construction the face, and the platform sets up the aspect, removes in a flexible way, do not rely on full hall scaffold and lift truck and the platform is set up, not limited by the floor construction progress, can practice thrift technical measures and drop into, improve the efficiency of construction.

Description

High-altitude operation platform based on truss
Technical field
This utility model relates to a kind of high-altitude operation platform, specifically a kind of high-altitude operation platform based on truss.
Background technology
Steel building compares features such as having anti-seismic performance is good, construction speed fast, steel recoverable with traditional architecture, is widely used in the last few years. In steel construction, truss can form long-span space, and for producing or exhibition offer great convenience, therefore truss structure is widely used in the engineerings such as large-scale steel structure museum and building surface in big industrial factory. But typically requiring all kinds of pipelines of installation, insulation construction or roof inner slab etc. in truss, work high above the ground is dangerous big, and conventional construction method can adopt the method such as full hall scaffold or hoistable platform.
Full hall scaffold method, connection system for guide rail density is big, sets up workload very big, and efficiency is very low, and has much relations with floor construction progress, is not suitable between specialty work compound. Lift truck method is to utilize truck crane or wheeled lift truck etc. to construct, and the method requires that equipment investment is very big, and danger coefficient is very big, and job area is only limitted to a high-altitude part, has a strong impact on construction speed.
Summary of the invention
Goal of the invention: this utility model purpose is in that for the deficiencies in the prior art, it is provided that a kind of safely and efficiently for the operating platform of high-altitude truss construction operation. Can utilize steel plate that operation field is conventional, reinforcing bar, springboard etc. through simple assemble to be formed be prone to pacify the platform torn open, and can select to set up area as required, it is simple to efficiently construct.
Technical scheme: the high-altitude operation platform based on truss described in the utility model, truss including two intervals, on the web member of two truss, correspondence is provided with support hook respectively, and described in two, between support hook, parallel shelf is provided with many scaffolds, and described scaffold is equipped with springboard.
The concrete erection process of high-altitude operation platform of the present utility model is: on the web member of two truss, correspondence sets up support hook respectively, support hook relies on the restraining forces of self gravitation and two web members to be fixed on two web members, scaffold is set up again between the support hook of two truss, and on scaffold, lay springboard, complete the erection of whole operating platform.
This utility model further preferably technical scheme is, described support hook two ends are hook formation, and hook is located on adjacent two web members of described truss.
Preferably, described scaffold is fixed in described support hook by steel wire lashing, and described springboard is fixed on described scaffold by steel wire lashing.
Preferably, described scaffold is more than two, interval 0.8 ~ 1.2m between adjacent two scaffolds.
Preferably, described support hook at least 20cm is all stretched out at the two ends of every described scaffold.
Preferably, the bottom of two truss is also erected with bed board, and the two ends of described bed board are separately fixed on the lower boom of two truss, for providing the scope of operation installing operating platform. Bed board is first set up, it is possible to other components for setting up whole operating platform provide the scope of operation between two truss.
Preferably, the lower boom 8 ~ 20cm of described truss is stretched out at the two ends of described bed board.
Preferably, towing during for convenient erection and dismounting, one of them external part of described bed board is bent upwards the formation section of upwarping, it is possible to be pulled to truss lower boom by manually or electrically mechanism.
Beneficial effect: (1) high-altitude operation platform of the present utility model is set up based on truss, can utilize steel plate that operation field is conventional, reinforcing bar, springboard etc. through simple assemble to be formed be prone to pacify the platform torn open, large area work high above the ground face and putting up platform aspect are provided efficiently, mobile flexible; And putting up platform is independent of full hall scaffold and lift truck, do not limited by ground construction progress, technical measures can be saved and put into, improve efficiency of construction;
(2) in this utility model, described support hook at least 20cm is all stretched out at the two ends of scaffold, platform with the flowable use of extension of springboard, between adjacent two platforms can cooperating, working space is farthest provided.
Accompanying drawing explanation
Fig. 1 is the structural representation of the high-altitude operation platform based on truss described in the utility model;
Fig. 2 is the structural representation of support hook described in the utility model.
Detailed description of the invention
Below by accompanying drawing, technical solutions of the utility model are described in detail, but protection domain of the present utility model is not limited to described embodiment.
Embodiment:A kind of high-altitude operation platform based on truss, including the truss at two intervals, bed board 1, support hook 2, scaffold 3 and springboard 4, as shown in Figure 1, 2:
The two ends of bed board 1 are separately fixed on the lower boom 5 of two truss, and the lower boom 8 ~ 20cm of truss is stretched out at the two ends of bed board 1, and one of them external part is bent upwards the formation section of upwarping.
Support hook 2 two ends are hook formation, hook is located on two web members 6 of truss respectively, parallel erection many between the support hook 2 of two truss (two or more than two) scaffold 3, interval 0.8 ~ 1.2m between adjacent two scaffolds 3, support hook 2 at least 20cm is all stretched out at the two ends of every scaffold 3, and scaffold 3 is laid springboard 4.
Process of specifically setting up is for a certain steel-structure factory building, and this factory roof truss is for tiltedly to put quadrangular pyramid row, the average discrepancy in elevation 3.5m of top-bottom chord, rod member length 4m, and lower edge spacing is 4m.
Bed board 1 length is 8.2m, and single weight is about 100kg, manually or electrically mechanism be pulled on truss lower boom 5 so that it is across two lower edge lattice, and reserve 10cm surplus at two ends; On the operating surface that bed board 1 provides, support hook 2 adopts the above simmering and bending reinforcing bar of Ф 20mm or other form bent member to ride upon on web member 6, relies on the effect of contraction of gravity and web member 6 to be fixed between rod member; The 1m colligation of scaffold 3 interval is in support hook 2, and length is 9m; Springboard 4 is laid on scaffold 3 and uses steel wire lashing.
Although as it has been described above, represented and described this utility model with reference to specific preferred embodiment, but it shall not be construed as the restriction to this utility model self. Under the spirit and scope premise of the present utility model defined without departing from claims, it can be made in the form and details various change.

Claims (8)

1., based on a high-altitude operation platform for truss, including the truss at two intervals, it is characterised in that on the web member of two truss, correspondence is provided with support hook respectively, described in two, between support hook, parallel shelf is provided with many scaffolds, and described scaffold is equipped with springboard.
2. the high-altitude operation platform based on truss according to claim 1, it is characterised in that described support hook two ends are hook formation, and hook is located on adjacent two web members of described truss.
3. the high-altitude operation platform based on truss according to claim 1, it is characterised in that described scaffold is fixed in described support hook by steel wire lashing, and described springboard is fixed on described scaffold by steel wire lashing.
4. the high-altitude operation platform based on truss according to claim 1, it is characterised in that interval 0.8 ~ 1.2m between scaffold described in adjacent two.
5. the high-altitude operation platform based on truss according to claim 1, it is characterised in that described support hook at least 20cm is all stretched out at the two ends of every described scaffold.
6. the high-altitude operation platform based on truss according to claim 1, it is characterised in that the bottom of two truss is also erected with bed board, the two ends of described bed board are separately fixed on the lower boom of two truss, for providing the scope of operation installing operating platform.
7. the high-altitude operation platform based on truss according to claim 6, it is characterised in that the lower boom 8 ~ 20cm of described truss is stretched out at the two ends of described bed board.
8. the high-altitude operation platform based on truss according to claim 7, it is characterised in that one of them external part of described bed board is bent upwards the formation section of upwarping.
CN201620066345.1U 2016-01-21 2016-01-21 High altitude operation platform based on truss Active CN205314519U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201620066345.1U CN205314519U (en) 2016-01-21 2016-01-21 High altitude operation platform based on truss

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201620066345.1U CN205314519U (en) 2016-01-21 2016-01-21 High altitude operation platform based on truss

Publications (1)

Publication Number Publication Date
CN205314519U true CN205314519U (en) 2016-06-15

Family

ID=56205601

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201620066345.1U Active CN205314519U (en) 2016-01-21 2016-01-21 High altitude operation platform based on truss

Country Status (1)

Country Link
CN (1) CN205314519U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108118883A (en) * 2016-11-29 2018-06-05 五冶集团上海有限公司 A kind of hanging cage frame for high-altitude large volume flue babinet heat preservation construction
CN112160576A (en) * 2020-09-27 2021-01-01 中国建筑第二工程局有限公司 High-altitude operation platform arranged on lower chord of truss and construction method thereof

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108118883A (en) * 2016-11-29 2018-06-05 五冶集团上海有限公司 A kind of hanging cage frame for high-altitude large volume flue babinet heat preservation construction
CN108118883B (en) * 2016-11-29 2019-12-03 五冶集团上海有限公司 A kind of hanging cage frame for high-altitude large volume flue cabinet thermal insulation construction
CN112160576A (en) * 2020-09-27 2021-01-01 中国建筑第二工程局有限公司 High-altitude operation platform arranged on lower chord of truss and construction method thereof
CN112160576B (en) * 2020-09-27 2021-05-25 中国建筑第二工程局有限公司 High-altitude operation platform arranged on lower chord of truss and construction method thereof

Similar Documents

Publication Publication Date Title
CN102146731B (en) Supporting structure for floor formwork of steel structure building and construction method
CN201826525U (en) Climbing shuttering system device for buildings
WO2013185277A1 (en) Constructing method for concrete cylinder of construction steel bar of high-rise steel structure
CN204804298U (en) Building material hoist and mount construction scaffold
CN103061500A (en) Bowstring truss type fully-enclosed hydraulic climbing formwork system and application method for same
CN106013452B (en) A kind of flexible suspension formula building module structure
CN205314519U (en) High altitude operation platform based on truss
CN105298099A (en) Modular suspension type steel tube fastener scaffold operating platform and erecting method thereof
CN102733615B (en) Unsymmetrical integral lifting construction method
CN103806639A (en) Steel tube truss support system for silo top and construction method of steel tube truss support system
CN101775896B (en) Rigid suspended scaffold for installing pipeline of steel roof equipment
CN205917852U (en) Flexible suspension type module building structure
CN206053274U (en) The external scaffolding device of the perpendicular BAIYE outer visor of skyscraper and glass curtain wall dual-purpose
CN105625732B (en) Superelevation overhanging steel structure truss support free construction method
CN205134919U (en) Modularization suspension type steel tubes clamps scaffold operation platform
CN205296869U (en) Spatial grid structure thrustor that slides
CN202866261U (en) Operation hanging rack for civil construction
CN205100531U (en) Lift scaffold support body assembly
CN210888133U (en) Pipe truss installation string-up safety channel device
CN103790388B (en) Greatly install improve one's methods across the waft high-altitude of eaves of cantilever roofing steel
CN202925871U (en) Movable operating platform for aloft work
CN107327068A (en) Steel construction truss string structure system roof system ceiling structure and its construction method
CN103938908A (en) Silo top slip-form lifting construction method adopting spatial horizontal supporting system
CN211597658U (en) Movable overhanging scaffold
CN105926915B (en) Grow the construction method for workbench of encorbelmenting in Bailey beam high-altitude

Legal Events

Date Code Title Description
C14 Grant of patent or utility model
GR01 Patent grant
CP01 Change in the name or title of a patent holder
CP01 Change in the name or title of a patent holder

Address after: 210046 Yaojia Road, Qixia District, Nanjing, Jiangsu Province

Patentee after: China Construction Installation Group Co., Ltd.

Address before: 210046 Yaojia Road, Qixia District, Nanjing, Jiangsu Province

Patentee before: China Construction Industrial Equipment Installation Co., Ltd.