CN201221193Y - High altitude packway ceiling construction operating platform - Google Patents

High altitude packway ceiling construction operating platform Download PDF

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Publication number
CN201221193Y
CN201221193Y CNU2008203011949U CN200820301194U CN201221193Y CN 201221193 Y CN201221193 Y CN 201221193Y CN U2008203011949 U CNU2008203011949 U CN U2008203011949U CN 200820301194 U CN200820301194 U CN 200820301194U CN 201221193 Y CN201221193 Y CN 201221193Y
Authority
CN
China
Prior art keywords
platform
altitude
packway
roof truss
longeron
Prior art date
Application number
CNU2008203011949U
Other languages
Chinese (zh)
Inventor
金星
徐文武
岳翠兰
刘坤
葛海东
丁晓姮
周长泉
高耀寿
魏恒
Original Assignee
北京城建集团有限责任公司
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 北京城建集团有限责任公司 filed Critical 北京城建集团有限责任公司
Priority to CNU2008203011949U priority Critical patent/CN201221193Y/en
Application granted granted Critical
Publication of CN201221193Y publication Critical patent/CN201221193Y/en

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Abstract

The utility model relates to an overhead berm ceiling construction operation platform, which is located below a roof truss. A pair of longitudinal beams and a group of intervallically distributed cross beams arranged between the longitudinal beams are connected together to form a straight trapeziform steel framework; connecting bolt hanger rods are symmetrically arranged on the longitudinal beams; one end of each steel rope is connected with one of the bolt hanger rods; the other end is connected with a windlass; and the steel ropes round the roof truss to hang the operation platform below the roof truss. The operation platform resolves the technical problem that ceiling construction can be fulfilled without a full-hall scaffold when a ceiling is high, and changes the ground operation of the ceiling construction into overhead operation, so workers do not need to frequently climb up and down and move a ladder, and therefore the labor intensity of workers is greatly reduced. The overhead hung berm platform can be used as a manned ceiling steel framework as well as a future maintenance platform.

Description

High-altitude packway smallpox construction operation platform
Technical field
The utility model relates to a kind of construction operation platform of building smallpox furred ceiling.
Background technology
In the installation of building smallpox furred ceiling, traditional job practices is down way, is to install mobile ladder on the ground below roof truss, the smallpox, and the necessary frequent mobile ladder of workman is climbed up and climbed down the enforcement operation; When smallpox height during, adopt and set up the method that full hall scaffold is constructed on ground greater than 6 meters.Its defective is: the ceiling suspension hook heights of roofs is big more, and the scaffold building height is high more, and its cost is also high more, and scaffold building and dismounting are also difficult more.This influence to construction period and cost is all bigger.
The utility model content
The utility model provides a kind of high-altitude packway smallpox construction operation platform, and solve the smallpox height need not expire the technical problem that a scaffold can be finished the smallpox construction when higher.
The technical scheme that its technical problem that solves the utility model adopts is:
This high-altitude packway smallpox construction operation platform, be positioned at the below of roof truss, it is characterized in that: this job platform connects into vertical ladder shape steel skeleton by one group of crossbeam spaced apart between a pair of longeron and longeron, symmetrical connecting bolt suspension rod on the longeron, one end of wire rope is connected with the bolt suspension rod, the other end is connected with hoisting mechanism, and wire rope is walked around roof truss the skeleton of job platform is hung on the roof truss below.
The head and the tail two ends of above-mentioned longeron all have connecting hole, can connect another joint steel skeleton from beginning to end by junction plate, form the splicing job platform of expansion.
Can be equipped with scaffold floor on the above-mentioned steel skeleton.
Above-mentioned hoisting mechanism can be hand winch or electric reel.
The beneficial effects of the utility model: the utility model with smallpox construction by under do to change into and do, the workman needn't frequently climb up and climb down, also needn't frequent mobile ladder, alleviated working strength of workers greatly.The utility model not be used in ground and sets up full hall scaffold, and when smallpox height during greater than 6 meters, the increase of ceiling height can not cause obvious influence to duration and measure expense.The smallpox height is big more, and the advantage of the utility model aspect duration and cost is remarkable more.The utility model adopts the form of high-altitude suspention packway to carry out the smallpox construction, only takies the space on very little ground, if protect below the smallpox furred ceiling, then Ground Operation and smallpox furred ceiling can be constructed simultaneously, further the reduction of erection time.The packway platform of this high-altitude suspention both can be used as the steel skeleton of people's furred ceiling, can be used as inspection platform in the future again.
Description of drawings
Below in conjunction with drawings and Examples the utility model is further specified.
Fig. 1 is the structural representation of the utility model embodiment one.
Fig. 2 is the structural representation of the utility model embodiment two.
Reference numeral: 1-connecting hole, 2-longeron, 3-crossbeam, 4-bolt suspension rod, 5-roof truss, 6-scaffold floor, 7-junction plate, 8-hoisting mechanism, 9-wire rope.
The specific embodiment
Embodiment one is referring to shown in Figure 1, this high-altitude packway smallpox construction operation platform, be positioned at the below of roof truss 5, it is characterized in that: this job platform connects into vertical ladder shape steel skeleton by one group of crossbeam spaced apart 3 between a pair of longeron 2 and longeron, for ease of construction, can lay scaffold floor 6 on the above-mentioned steel skeleton.Symmetrical connecting bolt suspension rod 4 on the longeron 2, an end of wire rope 9 is connected with the bolt suspension rod, and the other end is connected with hoisting mechanism 8, and wire rope is walked around roof truss 5 skeleton of job platform is hung on the roof truss below.
Embodiment two is referring to Fig. 2, and in large-area construction, the head and the tail two ends of above-mentioned longeron 2 all have connecting hole 1, connects another joint steel skeleton by junction plate 7 head and the tail, forms the splicing job platform of expansion.
Customize the steel skeleton of job platform before the construction earlier at the flooring merogenesis, then can on the roof truss of upper strata, punch the relevant position, haulage cable 9 passes in the hole, be connected with the bolt suspension rod 4 of symmetrical bolt on the longeron of steel skeleton, use the hand winch that places on the roof truss of upper strata that it is risen to the smallpox lower position and fix with bolt suspension rod 4.In the high-altitude each joint steel skeleton assembly unit or bolt are become whole, spread scaffold floor 6 at last, form the sky and take the job platform of doing construction.

Claims (4)

1. high-altitude packway smallpox construction operation platform, be positioned at the below of roof truss (5), it is characterized in that: this job platform connects into vertical ladder shape steel skeleton by the one group of crossbeam spaced apart (3) between a pair of longeron (2) and longeron, longeron (2) is gone up symmetrical connecting bolt suspension rod (4), one end of wire rope (9) is connected with the bolt suspension rod, the other end is connected with hoisting mechanism (8), and wire rope (9) is walked around roof truss (5) skeleton of job platform is hung on roof truss (5) below.
2. high-altitude according to claim 1 packway smallpox construction operation platform, it is characterized in that: the head and the tail two ends of above-mentioned longeron (2) all have connecting hole (1), connect another joint steel skeleton by junction plate (7) head and the tail, form the splicing job platform of expansion.
3. high-altitude according to claim 1 and 2 packway smallpox construction operation platform is characterized in that: be equipped with scaffold floor (6) on the above-mentioned steel skeleton.
4. high-altitude according to claim 1 and 2 packway smallpox construction operation platform, it is characterized in that: above-mentioned hoisting mechanism (8) is hand winch or electric reel.
CNU2008203011949U 2008-06-17 2008-06-17 High altitude packway ceiling construction operating platform CN201221193Y (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CNU2008203011949U CN201221193Y (en) 2008-06-17 2008-06-17 High altitude packway ceiling construction operating platform

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CNU2008203011949U CN201221193Y (en) 2008-06-17 2008-06-17 High altitude packway ceiling construction operating platform

Publications (1)

Publication Number Publication Date
CN201221193Y true CN201221193Y (en) 2009-04-15

Family

ID=40574703

Family Applications (1)

Application Number Title Priority Date Filing Date
CNU2008203011949U CN201221193Y (en) 2008-06-17 2008-06-17 High altitude packway ceiling construction operating platform

Country Status (1)

Country Link
CN (1) CN201221193Y (en)

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103590594A (en) * 2013-11-14 2014-02-19 四川华铁钢结构有限公司 Assembly type berm
CN103912089A (en) * 2014-04-18 2014-07-09 中建八局第二建设有限公司 Construction method of lift ceiling of auditorium hall
CN105133884A (en) * 2015-09-28 2015-12-09 国家电网公司 Suspension type overhaul system
CN109083422A (en) * 2018-09-28 2018-12-25 北京首钢建设集团有限公司 A method of riding track is overhauled using elevator and fixed pulley group installation roofing
GB2568451A (en) * 2017-08-23 2019-05-22 Nicholls Ind Building Services Ltd Walkway system
CN110512852A (en) * 2019-08-12 2019-11-29 中国电子工程设计院有限公司 Assembled riding track
CN110541513A (en) * 2019-09-07 2019-12-06 深圳洲际建筑装饰集团有限公司 maintenance and pavement repairing process for suspended ceiling
CN110820564A (en) * 2019-10-15 2020-02-21 同济大学 Liftable and openable bent cap construction overhaul multipurpose platform
CN111005548A (en) * 2019-12-24 2020-04-14 上海市机械施工集团有限公司 Construction method and system

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN103590594A (en) * 2013-11-14 2014-02-19 四川华铁钢结构有限公司 Assembly type berm
CN103912089A (en) * 2014-04-18 2014-07-09 中建八局第二建设有限公司 Construction method of lift ceiling of auditorium hall
CN105133884A (en) * 2015-09-28 2015-12-09 国家电网公司 Suspension type overhaul system
GB2568451A (en) * 2017-08-23 2019-05-22 Nicholls Ind Building Services Ltd Walkway system
GB2568451B (en) * 2017-08-23 2020-01-01 Nicholls Ind Building Services Ltd Walkway system
CN109083422A (en) * 2018-09-28 2018-12-25 北京首钢建设集团有限公司 A method of riding track is overhauled using elevator and fixed pulley group installation roofing
CN110512852A (en) * 2019-08-12 2019-11-29 中国电子工程设计院有限公司 Assembled riding track
CN110541513A (en) * 2019-09-07 2019-12-06 深圳洲际建筑装饰集团有限公司 maintenance and pavement repairing process for suspended ceiling
CN110820564A (en) * 2019-10-15 2020-02-21 同济大学 Liftable and openable bent cap construction overhaul multipurpose platform
CN111005548A (en) * 2019-12-24 2020-04-14 上海市机械施工集团有限公司 Construction method and system

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C14 Grant of patent or utility model
GR01 Patent grant
EXPY Termination of patent right or utility model
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20090415

Termination date: 20150617