CN201962931U - Flexible construction platform for suspension cable - Google Patents

Flexible construction platform for suspension cable Download PDF

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Publication number
CN201962931U
CN201962931U CN2011200791601U CN201120079160U CN201962931U CN 201962931 U CN201962931 U CN 201962931U CN 2011200791601 U CN2011200791601 U CN 2011200791601U CN 201120079160 U CN201120079160 U CN 201120079160U CN 201962931 U CN201962931 U CN 201962931U
Authority
CN
China
Prior art keywords
cables
rope
suspension cable
crossbeam
bolt
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.)
Expired - Lifetime
Application number
CN2011200791601U
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Chinese (zh)
Inventor
张海祥
张文芳
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.)
ZHEJIANG NANHU BUILDING CO Ltd
Original Assignee
ZHEJIANG NANHU BUILDING 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 ZHEJIANG NANHU BUILDING CO Ltd filed Critical ZHEJIANG NANHU BUILDING CO Ltd
Priority to CN2011200791601U priority Critical patent/CN201962931U/en
Application granted granted Critical
Publication of CN201962931U publication Critical patent/CN201962931U/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

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Abstract

The utility model discloses a flexible construction platform for a suspension cable, which comprises transverse cables and longitudinal cables which are arranged in parallel with the horizontal plane, wherein the transverse cables and the longitudinal cables are vertically and crossly distributed to form a netty structure, two ends of the transverse cables and the longitudinal cables are fixed on a beam by anchor bolts, and a working surface is paved on the netty structure. The front ends of the transverse cables and the longitudinal cables are thimble-shaped, and a thimble is connected with the anchor bolt by a turn buckle. Due to the plane mode which is formed by the means that flexible steel wire cables are intercrossed transversely and longitudinally, two ends of the transverse cables are fixed on a crossbeam of a main body structure by an anchorage device, so that the whole load on the platform is directly transferred to the crossbeam; and the longitudinal cables are fixed on the crossbeam or a shear wall. In order to be convenient to adjust the down-warping degree of the cables, the ends of the cables are provided with adjustable devices, i.e. the turn buckles. Therefore, the construction platform is not limited by the load of a floorslab, small in material consumption, short in assembly-disassembly period, large in span, light in self weight, even and reasonable in force applying and transferring, convenient to assemble and disassemble, and economical and reasonable.

Description

The flexible operation platform of suspension cable
Technical field
The utility model relates to the operation platform in the building operations.
Background technology
In the construction operation of high-altitude, the operating platform of a construction operation need be provided, common way is to set up full hall scaffold, the shortcoming of this method is: full hall scaffold own wt is big, exceeds the floor load limiting, must reinforce supporting floor, required steel pipe enormous amount, secondary transhipment often, the cost height, it is long to take the cycle of tearing open.
The utility model content
Technical problem to be solved in the utility model just provide a kind of be not subjected to floor load limiting, consumptive material few, take the cycle of tearing open short, span is big, from heavy and light, stressed, transmit evenly rationally, assembling and disassembling is convenient, the operation platform of economical rationality.
For solving the problems of the technologies described above, the utility model adopts following technical scheme: the flexible operation platform of suspension cable, it is characterized in that: comprise being parallel to horizontal rope and the vertical rope that horizontal plane is provided with, described horizontal rope and vertical rope square crossing are arranged to net structure, the two ends of described horizontal rope and vertical rope are fixed on the crossbeam by crab-bolt, lay work plane on the described net structure.
Preferably, described work plane comprises Dense mesh screen and the nylon wire that is layed in successively from bottom to up on the net structure, is set up in parallel some mao bamboons on the nylon wire, lays the bamboo springboard on the mao bamboon.
Preferably, described crab-bolt is for implanting the chemical anchor bolts in the described crossbeam.
Preferably, described horizontal rope and vertically the two ends of rope all inwardly be converted into two strands and fixed arranged side by side with wire clamping, described horizontal rope and vertically Suo Qianduan be the thimble structure, described thimble is connected with crab-bolt.
Preferably, described thimble is connected with described crab-bolt by a flower basket bolt.
Preferably, described horizontal rope and vertical rope are provided with safe gulf between the steel wire card.
The flexible operation platform of the utility model suspension cable is to select for use the flexible steel wire rope to intersect the plane form that forms in length and breadth through calculating.The flexible operation platform of suspension cable is only considered horizontal Suo Shouli, and laterally the rope two ends are fixed on the agent structure crossbeam with ground tackle, and the whole loads on the platform are directly passed to crossbeam: vertically rope is fixed on crossbeam or the shear wall.For ease of adjusting the following amount of deflection of rope, it is flower basket bolt that bitter end is provided with tunable arrangement.Thereby realized operation platform be not subjected to floor load limiting, consumptive material few, take the cycle of tearing open short, span is big, from heavy and light, stressed, transmit evenly rationally, assembling and disassembling is convenient, economical rationality.
Description of drawings
Below in conjunction with the drawings and specific embodiments the utility model is further described:
Fig. 1 is the structural representation that vertical rope or horizontal rope are connected with crab-bolt.
Fig. 2 is the structural representation that crab-bolt is connected with crossbeam;
Fig. 3 is wire clamping laterally a rope or the vertically structural representation of rope surely;
Fig. 4 is the structural representation of work plane.
The specific embodiment
As shown in Figures 1 to 4, embodiment for the flexible operation platform of the utility model suspension cable, comprise and be parallel to horizontal rope 7 and the vertical rope 8 that horizontal plane is provided with, described horizontal rope and vertical rope square crossing are arranged to net structure, the two ends of described horizontal rope and vertical rope are fixed on the crossbeam 1 by crab-bolt 2, lay work plane on the described net structure.Described work plane comprises Dense mesh screen 9 and the nylon wire 10 that is layed in successively from bottom to up on the net structure, is set up in parallel some mao bamboons 11 on the nylon wire, lays bamboo springboard 12 on the mao bamboon.Described crab-bolt 2 is for implanting the chemical anchor bolts in the described crossbeam.Described horizontal rope 7 and vertically the two ends of rope 8 all inwardly be converted into two strands and fixing arranged side by side with steel wire card 5, described horizontal rope and vertically Suo Qianduan be thimble 4 structures, described thimble is connected with crab-bolt.Described thimble 4 is connected with described crab-bolt 2 by a flower basket bolt 3.Described horizontal rope 7 and vertical rope 8 are provided with safe gulf 6 on 5 on steel wire card.
When horizontal rope and vertical rope were set, whether the fixing of checking computations cable wire can impact crossbeam and shear wall structure, guarantees construction safety.For guaranteeing that flat upper surface makes smooth-going curved surface, single rope establish timing with each in length and breadth the amount of deflection at rope intersection point place be made as identical in length and breadth value, calculate the stretching force of rope with the deflection value of setting.Suitably arrange several hoist cables simultaneously, to increase the sense of security of the psychology of workers.During erection construction, calculate deflection value with stretching force at any time, use the midway deflection of apparatus measures platform simultaneously, reckoning value and measured value are identical substantially, just are considered as success.

Claims (6)

1. the flexible operation platform of suspension cable, it is characterized in that: comprise being parallel to horizontal rope (7) and the vertical rope (8) that horizontal plane is provided with, described horizontal rope and vertical rope square crossing are arranged to net structure, the two ends of described horizontal rope and vertical rope are fixed on the crossbeam (1) by crab-bolt (2), lay work plane on the described net structure.
2. the flexible operation platform of suspension cable according to claim 1, it is characterized in that: described work plane comprises Dense mesh screen (9) and the nylon wire (10) that is layed in successively from bottom to up on the net structure, be set up in parallel some mao bamboons (11) on the nylon wire, lay bamboo springboard (12) on the mao bamboon.
3. the flexible operation platform of suspension cable according to claim 1 is characterized in that: described crab-bolt (2) is for implanting the chemical anchor bolts in the described crossbeam (1).
4. according to the flexible operation platform of each described suspension cable of claim 1 to 3, it is characterized in that: described horizontal rope (7) and vertically the two ends of rope (8) all inwardly be converted into two strands and fixing arranged side by side with steel wire card (5), described horizontal rope and vertical Suo Qianduan are thimble (4) structure, and described thimble is connected with crab-bolt (2).
5. the flexible operation platform of suspension cable according to claim 4, it is characterized in that: described thimble (4) is connected with described crab-bolt (2) by a flower basket bolt (3).
6. the flexible operation platform of suspension cable according to claim 5 is characterized in that: described horizontal rope (7) and vertical rope (8) are provided with safe gulf (6) between steel wire card (5).
CN2011200791601U 2011-03-23 2011-03-23 Flexible construction platform for suspension cable Expired - Lifetime CN201962931U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN2011200791601U CN201962931U (en) 2011-03-23 2011-03-23 Flexible construction platform for suspension cable

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN2011200791601U CN201962931U (en) 2011-03-23 2011-03-23 Flexible construction platform for suspension cable

Publications (1)

Publication Number Publication Date
CN201962931U true CN201962931U (en) 2011-09-07

Family

ID=44525464

Family Applications (1)

Application Number Title Priority Date Filing Date
CN2011200791601U Expired - Lifetime CN201962931U (en) 2011-03-23 2011-03-23 Flexible construction platform for suspension cable

Country Status (1)

Country Link
CN (1) CN201962931U (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102168483A (en) * 2011-03-23 2011-08-31 浙江南湖建设有限公司 Flexible construction platform of suspension cable
CN102561615A (en) * 2012-02-16 2012-07-11 成都嘉泽正达金属制造有限公司 Novel movable scaffold and construction method using same
CN111075183A (en) * 2020-01-03 2020-04-28 青岛国信海天中心建设有限公司 Construction platform for court decoration of super high-rise building and installation method

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN102168483A (en) * 2011-03-23 2011-08-31 浙江南湖建设有限公司 Flexible construction platform of suspension cable
CN102168483B (en) * 2011-03-23 2013-03-06 浙江南湖建设有限公司 Flexible construction platform of suspension cable
CN102561615A (en) * 2012-02-16 2012-07-11 成都嘉泽正达金属制造有限公司 Novel movable scaffold and construction method using same
CN111075183A (en) * 2020-01-03 2020-04-28 青岛国信海天中心建设有限公司 Construction platform for court decoration of super high-rise building and installation method

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C14 Grant of patent or utility model
GR01 Patent grant
AV01 Patent right actively abandoned

Granted publication date: 20110907

Effective date of abandoning: 20130306

RGAV Abandon patent right to avoid regrant