CN201033718Y - Large-tonnage mast multi-cable wind-rope simultaneously pretightening or releasing system - Google Patents

Large-tonnage mast multi-cable wind-rope simultaneously pretightening or releasing system Download PDF

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Publication number
CN201033718Y
CN201033718Y CNU200720083737XU CN200720083737U CN201033718Y CN 201033718 Y CN201033718 Y CN 201033718Y CN U200720083737X U CNU200720083737X U CN U200720083737XU CN 200720083737 U CN200720083737 U CN 200720083737U CN 201033718 Y CN201033718 Y CN 201033718Y
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China
Prior art keywords
cable wind
mast
control system
wind rope
stretch
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Expired - Lifetime
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CNU200720083737XU
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Chinese (zh)
Inventor
李兴奎
甘秋萍
吴志勇
严李荣
甘宁
吕振刚
梁利文
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Liuzhou OVM Machinery Co Ltd
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Liuzhou OVM Machinery Co Ltd
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Abstract

The utility model relates to a preloading or relaxing system, wherein, a plurality of hawsers of large tonnage masts can be preloaded or relaxed at the same time, which comprises N hawsers, two translation jacks with a plurality of displacement sensors, N+2 hydraulic pressure pump stations and a control system. Each hawser comprises M tensioned prestressing tendons which are in series connected with the single hawser tensioned device with an anchor block, a holding frame, a tensioned jack with a pressure sensor, an anchoring device and a plurality of connectors. The control system comprises a computer remote control system with a hawser relaxing module and a hawser preloading module. The hydraulic pressure pump stations are respectively connected with the tensioned jack with a pressure sensor and the translation jack through a plurality of high pressure pipes. Each displacement sensor and the pressure sensor are connected with the input end of the control system by circuit and each hydraulic pressure pump station is connected with the control system by control cables. M is a number more than or equal to 1 and less than or equal to 100 and N is an even number between 2 to 20. The utility model has the advantages that the masts can keep balance all the time, the distribution of the forces on the hawsers is reasonable and the masts are very stable.

Description

Many guy rope simultaneously pretightenings of large-tonnage mast or relaxation system
Technical field:
The utility model relates to a kind of large-tonnage mast guy rope simultaneously pretightening or relaxation system, particularly a kind of large-tonnage mast guy rope simultaneously pretightening or relaxation system that adopts the computing machine synchro control.
Background technology:
Cable wind rope is the important component part in great hoisting engineering middle mast tackling system, plays a part to stablize mast and bears part load in the mast hoisting and hanging.Before the mast carrying, must impose an amount of predetermincd tension to the cable wind rope of mast, its objective is after mast loads, still to guarantee the lifting parameter of being scheduled to substantially, as upright mast do not produce allowed band crooked, tiltedly upright mast still can keep the leaning angle be scheduled to etc. substantially.
The general wire tensioner that is connected in series with in the cable wind rope that adopts of the pretension of traditional cable wind rope, chain block, polyspast are drawn with winch.The large-tonnage mast is all established 6~8 cable wind ropes, traditional cable wind rope pretension is at independently a certain, each predetermincd tension can only rely on operator's experience to be controlled, adopt this method to occur mast easily and lose stable situation, particularly when carrying out the lifting of some large-tonnage reaction towers, because its its mast of back in place needs the certain distance of translation could dismantle mast, the tradition movable mast adopts gradation to move as shown in Figure 1, the concrete operations step has two kinds, and a kind of is the mobile raft-towing behind the mast of inclining earlier; Another kind is the mobile raft-towing hypsokinesis mast of elder generation.No matter adopt which kind of operation, mast is all wanted to move on to position B from position A earlier, behind the adjustment cable wind rope, moves on to position C from position B again, in this process, the adjusting of its cable wind rope power is difficult to realize that many are regulated simultaneously, and the predetermincd tension size is estimated by the operator fully, is difficult to guarantee consistent, thereby less stable, if surpass 100 meters high, the nearly 10000 tons of masts of weight move, and its stability more can't guarantee; In practice of construction, the mast of hoisting large-size retort far surpasses 100 meters, thereby the movable mast difficulty is very big.
The utility model content:
The technical problems to be solved in the utility model is: a kind of many guy rope simultaneously pretightenings of large-tonnage mast or relaxation system that adopts the computing machine synchro control is provided, adopt this system can make that mast remains the equilibrium of forces state in moving, the stressed distribution of cable wind rope is reasonable, mast stable, to solve the problem of the less stable that pre-clamping method that above-mentioned mast adopts traditional cable wind rope in moving exists.
The technical scheme that solves the problems of the technologies described above is: many guy rope simultaneously pretightenings of a kind of large-tonnage mast or relaxation system, by N root cable wind rope, the translation jack of two band displacement pickups, N+2 platform hydraulic power unit, 1 cover control system is formed, every cable wind rope is made up of M bar tensioned prestressing bar, wherein all be in series with by earth anchor, bracing frame, the stretch-draw jack that has pressure sensor, the single cable wind rope tensioning equipment that anchor fitting and adaptor union are formed, control system is to include cable wind rope to loosen the computer remote control system that module and cable wind rope tighten up module, and N+2 platform hydraulic power unit links to each other with the translation jack of stretch-draw jack that has pressure sensor and band displacement pickup respectively by high pressure fuel pipe; Each displacement pickup, pressure sensor link to each other with the control system input end by circuit, and each hydraulic power unit links to each other with control system by control cable; The span of above-mentioned M, N is: 1≤M≤100, N is the even number between 2~20.
Further scheme of the present utility model is: be made up of last clamper, main top, lower gripper, spike as the stretch-draw jack of cable wind rope stretch-draw actuating unit in the system in the single cable wind rope tensioning equipment; On bracing frame, and an end of bracing frame links to each other with earth anchor by bearing pin the stretch-draw jack by bolt; The other end of bracing frame is unsettled, and in adaptor union, adaptor union maybe needs to strain the position by bearing pin with the mast upper end and links to each other anchor fitting with bolt; The M bar tensioned prestressing bar of forming cable wind rope passes anchor fitting, stretch-draw jack by the upper and lower clamper anchoring of anchor fitting, stretch-draw jack, and the span of above-mentioned M is: 1≤M≤100.
In the utility model, the prestressing tendon of forming cable wind rope is steel strand or reinforcing bar, and wherein, it is a kind of that steel strand are best suited for.
Because adopt technique scheme, many guy rope simultaneously pretightenings of the large-tonnage mast of the utility model or relaxation system have following beneficial effect:
One, make in the work progress, mast remains the equilibrium of forces state, mast is stable:
Many guy rope simultaneously pretightenings of the utility model large-tonnage mast or relaxation system have adopted the calculating synchronous control technique, many guy rope simultaneously pretightenings that make mast with loosen, and can be synchronous with the raft-towing moving hormany of mast, make the large-tonnage mast remain the equilibrium of forces state, make large-scale mast keep stabilized conditions in real time, increased the stability of mast.
Two, the stressed distribution of cable wind rope is reasonable:
Because the pretension of cable wind rope has adopted hydraulic jack stretch-draw, and have pressure sensor on the stretch-draw jack again, can detect the size of the bearing capacity of every cable wind rope exactly, simultaneously, can realize the accurate adjusting of every cable wind rope predetermincd tension accurately according to the size of predefined power by computer controlled.
Three, cable wind rope has adopted the cable wind rope that many low loose high-intensity steel strand are formed, and holding capacity is big, flexible arrangement, and the cable wind rope predetermincd tension is unrestricted, can be satisfied with various large-scale masts (pylon) stability requirement.
Four, this system bulk is little, and method of operation is simple, every cable wind rope stretching force shows in real time, intuitively.
Below, in conjunction with the accompanying drawings and embodiments the many guy rope simultaneously pretightenings of large-tonnage mast of the utility model or the technical characterictic of relaxation system are further described.
Description of drawings:
Fig. 1: traditional mast shift method scheme drawing;
Fig. 2: many guy rope simultaneously pretightenings of large-tonnage mast of employing the utility model or the translation direction of the mast of relaxation system and the layout scheme drawing of cable wind rope;
Fig. 3: the structural representation of many guy rope simultaneously pretightenings of the large-tonnage mast of the utility model embodiment or relaxation system (cable wind rope only draws);
Fig. 4: the electrical schematic diagram of many guy rope simultaneously pretightenings of the large-tonnage mast of the utility model or relaxation system.
Among the figure:
I, I 1, I 2... I 8-cable wind rope, II-mast, III-translation jack, IV, IV 1... IV 8-with the supporting hydraulic power unit of each stretch-draw jack, IV 9-with the supporting hydraulic power unit of translation jack; The V-control system, VI-high pressure fuel pipe, VII-control cable, VIII-mast base;
1-earth anchor, 2-bracing frame, 3-stretch-draw jack, 4-tensioned prestressing bar, 5-anchor fitting,
The 6-adaptor union, 7, the 8-bearing pin;
The last clamper of 31-; 32-master top; The 33-spike; The 34-lower gripper; The 35-bolt, 36-pressure sensor, 37-displacement pickup.
The specific embodiment:
Many guy rope simultaneously pretightenings of a kind of large-tonnage mast or relaxation system.
As Fig. 2, shown in Figure 3: this system is by 8 cable wind rope I that have single cable wind rope tensioning equipment 1, I 2... I 8The translation jack III of two band displacement pickups 37,10 hydraulic power unit IV, 1 cover control system V form, every cable wind rope I is made up of M bar tensioned prestressing bar 4, wherein all be in series with the single cable wind rope tensioning equipment of forming by earth anchor 1, bracing frame 2, the stretch-draw jack 3 that has pressure sensor 36, anchor fitting 5 and adaptor union 6, control system V includes cable wind rope to loosen the computer remote control system that module and cable wind rope tighten up module, wherein, hydraulic power unit IV 1... IV 8Link to each other hydraulic power unit IV with the stretch-draw jack 3 that has pressure sensor respectively by high pressure fuel pipe VI 9, IV 10(not drawing among the figure) links to each other with the translation jack III (only drawing among the figure 1) of two band displacement pickups 37 respectively by high pressure fuel pipe VI; Each displacement pickup 37, pressure sensor 36 link to each other with control system V input end by circuit, and each hydraulic power unit IV is by control cable VII link to each other with the output control terminal of control system V (referring to Fig. 4); The span of above-mentioned M is: 1≤M≤100.
Stretch-draw jack 3 as cable wind rope stretch-draw actuating unit in the single cable wind rope tensioning equipment is made up of last clamper 31, main top 32, lower gripper 34, spike 33; Stretch-draw jack 3 is fixed on the bracing frame 2 by spike 33 and bolt 35, and an end of bracing frame 2 links to each other with earth anchor 1 by bearing pin 8; The other end of bracing frame 2 is unsettled, and anchor fitting 5 usefulness bolt are in adaptor union 6, and adaptor union 6 maybe needs to strain the position by bearing pin 7 with mast II upper end and links to each other; M bar tensioned prestressing bar 4 passes anchor fitting 5, stretch-draw jack 3 by upper and lower clamper 31,34 anchorings of anchor fitting 5, stretch-draw jack 3, and the span of above-mentioned M is: 1≤M≤100.
A kind of conversion as each embodiment of the utility model, the radical N of described cable wind rope can increase and decrease, and be equipped with the stretch-draw jack of the N platform band pressure sensor of equal number simultaneously, the translation jack of two band displacement pickups, N+2 platform hydraulic power unit, the span of General N is: N is the even number between 2~20.
In the various embodiments described above, the quantity of described hydraulic power unit IV is to drive a jack by a hydraulic power unit to calculate, a kind of conversion as each embodiment of the utility model, the quantity of described hydraulic power unit IV also can reduce 1/2 or 3/4, that is: can drive 2 or 4 hydraulic jacks simultaneously by a hydraulic power unit, at this moment, the quantity with the supporting hydraulic power unit IV of each stretch-draw jack 3 and translation jack III is 1/2 or 1/4 of jack sum.
Many guy rope simultaneously pretightenings of the utility model large-tonnage mast or the system that loosens both be suitable for construction that the large-tonnage mast is moved, also be applicable to large-tonnage mast lifting construction, when the large-tonnage mast lifts, mast certain angle that need tilt, at this moment the stressed of every cable wind rope must be regulated by the size that mast force balance condition is calculated, and every cable wind rope regulates and need carry out simultaneously, at this moment just needs with native system to improve safety of construction.

Claims (3)

1. many guy rope simultaneously pretightenings of a large-tonnage mast or relaxation system, it is characterized in that: this system is by N root cable wind rope, the translation jack of two band displacement pickups, N+2 platform hydraulic power unit, 1 cover control system is formed, every cable wind rope is made up of M bar tensioned prestressing bar, wherein all be in series with by earth anchor, bracing frame, the stretch-draw jack that has pressure sensor, the single cable wind rope tensioning equipment that anchor fitting and adaptor union are formed, control system is to include cable wind rope to loosen the computer remote control system that module and cable wind rope tighten up module, and N+2 platform hydraulic power unit links to each other with the translation jack of stretch-draw jack that has pressure sensor and band displacement pickup respectively by high pressure fuel pipe; Each displacement pickup, pressure sensor link to each other with the control system input end by circuit, and each hydraulic power unit links to each other with control system by control cable; The span of above-mentioned M, N is: 1≤M≤100, N is the even number between 2~20.
2. many guy rope simultaneously pretightenings of large-tonnage mast according to claim 1 or relaxation system is characterized in that: the stretch-draw jack (3) as cable wind rope stretch-draw actuating unit in the system in the single cable wind rope tensioning equipment is made up of last clamper (31), master top (32), lower gripper (34), spike (33); Stretch-draw jack (3) is fixed on the bracing frame (2) by spike (33) and bolt (35), and an end of bracing frame (2) links to each other with earth anchor (1) by bearing pin (7); The other end of bracing frame (2) is unsettled, and in adaptor union (6), adaptor union (6) maybe needs to strain the position by bearing pin (8) with mast (II) upper end and links to each other anchor fitting (5) with bolt; The M bar tensioned prestressing bar (4) of forming cable wind rope passes anchor fitting (5), stretch-draw jack (3) by the upper and lower clamper (31) of anchor fitting (5), stretch-draw jack (3), (34) anchoring, and the span of above-mentioned M is: 1≤M≤100.
3. many guy rope simultaneously pretightenings of large-tonnage mast according to claim 1 and 2 or relaxation system is characterized in that: the prestressing tendon of described composition cable wind rope is steel strand or reinforcing bar, and wherein, it is a kind of that steel strand are best suited for.
CNU200720083737XU 2007-03-07 2007-03-07 Large-tonnage mast multi-cable wind-rope simultaneously pretightening or releasing system Expired - Lifetime CN201033718Y (en)

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101259940B (en) * 2007-03-07 2011-11-09 柳州欧维姆机械股份有限公司 Large tonnage backstay multi-cable wind-rope simultaneously pretightening or releasing system and method thereof
CN108589542A (en) * 2018-05-10 2018-09-28 中铁上海工程局集团有限公司 A kind of superelevation steel pipe support adjustable-angle formula cable wind system
CN112627346A (en) * 2020-12-09 2021-04-09 浙江精工钢结构集团有限公司 High and large support group for lifting and construction method thereof
CN114293812A (en) * 2021-12-22 2022-04-08 上海建工二建集团有限公司 Suspension underpinning system and underpinning method for existing building

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN101259940B (en) * 2007-03-07 2011-11-09 柳州欧维姆机械股份有限公司 Large tonnage backstay multi-cable wind-rope simultaneously pretightening or releasing system and method thereof
CN108589542A (en) * 2018-05-10 2018-09-28 中铁上海工程局集团有限公司 A kind of superelevation steel pipe support adjustable-angle formula cable wind system
CN112627346A (en) * 2020-12-09 2021-04-09 浙江精工钢结构集团有限公司 High and large support group for lifting and construction method thereof
CN114293812A (en) * 2021-12-22 2022-04-08 上海建工二建集团有限公司 Suspension underpinning system and underpinning method for existing building

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GR01 Patent grant
AV01 Patent right actively abandoned

Granted publication date: 20080312

Effective date of abandoning: 20070307