CN204780429U - It carries wire rope who takes measure roof beam to be exclusively used in flexible slipform of prilling tower - Google Patents

It carries wire rope who takes measure roof beam to be exclusively used in flexible slipform of prilling tower Download PDF

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Publication number
CN204780429U
CN204780429U CN201520471749.4U CN201520471749U CN204780429U CN 204780429 U CN204780429 U CN 204780429U CN 201520471749 U CN201520471749 U CN 201520471749U CN 204780429 U CN204780429 U CN 204780429U
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CN
China
Prior art keywords
wire rope
construction
steel wire
roof beam
exclusively used
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 - Fee Related
Application number
CN201520471749.4U
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Chinese (zh)
Inventor
张炳明
冯琪
刘书云
闫帅达
董拥梅
丁凯
王向利
冯永胜
时朋
张瑞贤
孙建金
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.)
Shanxi Hong Sha Construction Work Co Ltd
Original Assignee
Shanxi Hong Sha Construction Work 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 Shanxi Hong Sha Construction Work Co Ltd filed Critical Shanxi Hong Sha Construction Work Co Ltd
Priority to CN201520471749.4U priority Critical patent/CN204780429U/en
Application granted granted Critical
Publication of CN204780429U publication Critical patent/CN204780429U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model relates to a measure roof beam is carried and is taken the construction technology, specifically is an it carries wire rope who takes measure roof beam to be exclusively used in flexible slipform of prilling tower. The utility model provides a traditional measure roof beam carry and take that construction technology construction work load is big, construction cycle is long, construction cost is high, the poor problem of construction security. It carries wire rope who takes measure roof beam to be exclusively used in flexible slipform of prilling tower is including bifilar wire rope, wire rope dop, ligature iron wire, wherein, a Y shape branching has respectively been seted up at bifilar wire rope's both ends, two furcate outer terminal surfaces of every Y shape are all fixed as an organic whole, and two Y shape branchings enclose into two lantern rings separately, the figure of wire rope dop is two sets of, and the every wire rope of group dop all includes a plurality of wire rope dop, the both ends side that bifilar wire rope was located to the hoop is arranged to two sets of wire rope dops equidistance separately. The utility model is suitable for a superstructure construction of prilling tower is applicable to the superstructure construction of silo class buildings such as coal store, former coal bunker, cement bunker, grain depot equally.

Description

Be exclusively used in the steel wire rope of granulation tower flexible sliding belt measure beam
Technical field
The utility model relates to measure beam belt construction technology, specifically a kind of steel wire rope being exclusively used in granulation tower flexible sliding belt measure beam.
Background technology
In the Superstructure Construction process of granulation tower, the construction of measure beam belt is one important basic link.Traditional measure beam belt construction technology mainly comprises following three kinds: the first construction technology is after slding form operation, utilize pre-buried bracket to fall platform by measure beam belt to position to be installed.The second construction technology is in advance by measure beam belt to the door frame of sliding formwork, removes the Partial flats of sliding formwork, and utilize jack that measure beam is down to position to be installed after slding form operation.The third construction technology is installation measure platform again after slding form operation, and utilizes measure platform and tower crane by measure beam belt to position to be installed.Practice shows, traditional measure beam belt construction technology limit due to self principle, there are the following problems: one, in work progress, traditional measure beam belt construction technology needs a large amount of built-in fitting of installation and removal on the barrel of granulation tower, causes that construction workload is large, long construction period, construction cost are high thus.Its two, in work progress, traditional measure beam belt construction technology needs workmen to carry out a large amount of work high above the ground, causes the personal safety of workmen to be easily on the hazard thus, thus causes working security poor.Based on this, be necessary to invent a kind of brand-new measure beam belt construction technology, to solve the problems referred to above that traditional measure beam belt construction technology exists.
Summary of the invention
The utility model, in order to solve the problem that traditional measure beam belt construction technology construction workload is large, long construction period, construction cost are high, working security is poor, provides a kind of steel wire rope being exclusively used in granulation tower flexible sliding belt measure beam.
The utility model adopts following technical scheme to realize: the steel wire rope being exclusively used in granulation tower flexible sliding belt measure beam, comprises twin cable, steel wire clamp, tie wire; Wherein, the two ends of twin cable respectively offer a Y shape bifurcated; Two outer faces of each Y shape bifurcated are all fixed as one, and two Y shape bifurcateds surround two collars separately; The number of steel wire clamp is two groups, and often group steel wire clamp includes several steel wire clamps; Two groups of steel wire clamps separately equidistant arrangement hoop are located at the side, two ends of twin cable, and two groups of steel wire clamps are all between two Y shape bifurcateds; The number of tie wire is two; Two tie wires twine the side, two ends being tied to twin cable separately, and two tie wires are all between two groups of steel wire clamps.
Concrete use procedure is as follows: as shown in Figure 3, first, and prefabricated two Pin measure beams, and two Pin measure beams are put on the ground in granulation tower; Then, in granulation tower, assemble two flexible sliding devices, and the sliding variable cross-section place to granulation tower of the platform controlling two flexible sliding devices; Then, choose two steel wire ropes being exclusively used in granulation tower flexible sliding belt measure beam described in the utility model, and by two steel wire ropes being exclusively used in granulation tower flexible sliding belt measure beam described in the utility model separately around on the diagonal brace of two flexible sliding devices; Then, the head end of two Pin measure beams is hung on respectively in the collar that first two Y shape bifurcated being exclusively used in the steel wire rope of granulation tower flexible sliding belt measure beam described in the utility model surround, and ensure the head end of the head end of a Pin measure beam higher than the 2nd Pin measure beam, the tail end of two Pin measure beams is hung on respectively in the collar that second two Y shape bifurcated being exclusively used in the steel wire rope of granulation tower flexible sliding belt measure beam described in the utility model surround, and ensure the tail end of the tail end of a Pin measure beam lower than the 2nd Pin measure beam; Then, the platform controlling two flexible sliding devices continues sliding, and the platform of two flexible sliding devices drives two Pin measure beams sliding to position to be installed by the diagonal brace of two flexible sliding devices thus; Then, workmen stands on the suspension bracket of two flexible sliding devices, and pulls adjustment by two steel wire ropes being exclusively used in granulation tower flexible sliding belt measure beam described in the utility model to two Pin measure beams, makes two Pin measure beams accurately in place; Finally, two Pin measure beams and built-in fitting are welded and fixed, complete the belt of measure beam thus.
Compared with traditional measure beam belt construction technology, the steel wire rope being exclusively used in granulation tower flexible sliding belt measure beam described in the utility model achieves on the low diagonal brace hanging on two flexible sliding devices alternately of two Pin measure deck-moldings, utilize two flexible sliding devices can by two Pin measure safety beams on this basis, stably synchronous belt is to position to be installed, possesses following advantage thus: one, adopt described in the utility model be exclusively used in the steel wire rope of granulation tower flexible sliding belt measure beam after, without the need to a large amount of built-in fitting of installation and removal on the barrel of granulation tower in work progress, effectively reduce construction workload thus, effectively shorten construction period, effectively reduce construction cost.They are two years old; adopt described in the utility model be exclusively used in the steel wire rope of granulation tower flexible sliding belt measure beam after; in work progress, carry out a large amount of work high above the ground without the need to workmen, the available protecting personal safety of workmen thus, thus effectively enhance working security.
The utility model is rational in infrastructure, it is ingenious to design, efficiently solve the problem that traditional measure beam belt construction technology construction workload is large, long construction period, construction cost are high, working security is poor, be applicable to the Superstructure Construction of granulation tower, be equally applicable to the Superstructure Construction of the silo class buildings such as coal store, run coal bin, cement bunker, grain depot.
Accompanying drawing explanation
Fig. 1 is structural representation of the present utility model.
Fig. 2 is the A-A sectional view of Fig. 1.
Fig. 3 is using state reference diagram of the present utility model.
In figure: 1-twin cable, 2-steel wire clamp, 3-tie wire, 4-measure beam, 5-flexible sliding device, 6-is exclusively used in the steel wire rope of granulation tower flexible sliding belt measure beam.
Detailed description of the invention
Be exclusively used in the steel wire rope of granulation tower flexible sliding belt measure beam, comprise twin cable 1, steel wire clamp 2, tie wire 3; Wherein, the two ends of twin cable 1 respectively offer a Y shape bifurcated; Two outer faces of each Y shape bifurcated are all fixed as one, and two Y shape bifurcateds surround two collars separately; The number of steel wire clamp 2 is two groups, and often group steel wire clamp 2 includes several steel wire clamps 2; The side, two ends of twin cable 1 is located at by two groups of respective equidistant arrangement hoops of steel wire clamp 2, and two groups of steel wire clamps 2 are all between two Y shape bifurcateds; The number of tie wire 3 is two; Two tie wires 3 twine the side, two ends being tied to twin cable 1 separately, and two tie wires 3 are all between two groups of steel wire clamps 2.
During concrete enforcement, described measure beam 4 is Steel Truss Beam; The weight of every Pin measure beam 4 is 2 tons.

Claims (1)

1. be exclusively used in a steel wire rope for granulation tower flexible sliding belt measure beam, it is characterized in that: comprise twin cable (1), steel wire clamp (2), tie wire (3); Wherein, the two ends of twin cable (1) respectively offer a Y shape bifurcated; Two outer faces of each Y shape bifurcated are all fixed as one, and two Y shape bifurcateds surround two collars separately; The number of steel wire clamp (2) is two groups, and often organizes steel wire clamp (2) and include several steel wire clamps (2); The side, two ends of twin cable (1) is located at by two groups of respective equidistant arrangement hoops of steel wire clamp (2), and two groups of steel wire clamps (2) are all between two Y shape bifurcateds; The number of tie wire (3) is two; Two tie wires (3) twine the side, two ends being tied to twin cable (1) separately, and two tie wires (3) are all positioned between two groups of steel wire clamps (2).
CN201520471749.4U 2015-07-03 2015-07-03 It carries wire rope who takes measure roof beam to be exclusively used in flexible slipform of prilling tower Expired - Fee Related CN204780429U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201520471749.4U CN204780429U (en) 2015-07-03 2015-07-03 It carries wire rope who takes measure roof beam to be exclusively used in flexible slipform of prilling tower

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201520471749.4U CN204780429U (en) 2015-07-03 2015-07-03 It carries wire rope who takes measure roof beam to be exclusively used in flexible slipform of prilling tower

Publications (1)

Publication Number Publication Date
CN204780429U true CN204780429U (en) 2015-11-18

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Application Number Title Priority Date Filing Date
CN201520471749.4U Expired - Fee Related CN204780429U (en) 2015-07-03 2015-07-03 It carries wire rope who takes measure roof beam to be exclusively used in flexible slipform of prilling tower

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113803409A (en) * 2021-09-18 2021-12-17 科顿环境科学股份有限公司 Non-adjustable steel wire rope pre-tightening and mounting method for planar truss

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN113803409A (en) * 2021-09-18 2021-12-17 科顿环境科学股份有限公司 Non-adjustable steel wire rope pre-tightening and mounting method for planar truss

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

Granted publication date: 20151118

Termination date: 20200703

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