CN203513129U - Lifting device for conveying digging pile construction materials - Google Patents
Lifting device for conveying digging pile construction materials Download PDFInfo
- Publication number
- CN203513129U CN203513129U CN201320560458.3U CN201320560458U CN203513129U CN 203513129 U CN203513129 U CN 203513129U CN 201320560458 U CN201320560458 U CN 201320560458U CN 203513129 U CN203513129 U CN 203513129U
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- Prior art keywords
- lifting device
- construction
- conveying
- pile construction
- pile
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- Expired - Fee Related
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- 239000004035 construction material Substances 0.000 title claims abstract description 14
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 16
- 239000010959 steel Substances 0.000 claims abstract description 16
- 230000005540 biological transmission Effects 0.000 claims abstract description 11
- 238000009412 basement excavation Methods 0.000 claims description 14
- 238000005096 rolling process Methods 0.000 claims description 10
- 238000010276 construction Methods 0.000 abstract description 17
- 238000004519 manufacturing process Methods 0.000 abstract description 2
- 230000002787 reinforcement Effects 0.000 abstract 1
- 239000000463 material Substances 0.000 description 10
- 101100272852 Clostridium botulinum (strain Langeland / NCTC 10281 / Type F) F gene Proteins 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 230000032258 transport Effects 0.000 description 2
- 235000014121 butter Nutrition 0.000 description 1
- 238000005553 drilling Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000001050 lubricating effect Effects 0.000 description 1
- 230000001737 promoting effect Effects 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000007858 starting material Substances 0.000 description 1
- 239000004575 stone Substances 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
- 238000004804 winding Methods 0.000 description 1
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- Placing Or Removing Of Piles Or Sheet Piles, Or Accessories Thereof (AREA)
Abstract
The utility model relates to the bridge digging pile driving construction field, and specifically relates to a lifting device for conveying digging pile construction materials. The lifting device provided by the utility model is used for solving the problems of large investment on equipment used for conveying the construction materials, high labor intensity, low efficiency, high security risk and the like in the existing bridge pile foundation construction. The lifting device comprises a fixed base and a hollow upright which is vertically arranged on the fixed base, wherein a rotating shaft is arranged to penetrate through the hollow upright through a bearing; a diagonal bar is connected to the upper end of the rotating shaft; transmission rollers are arranged at the two ends of the diagonal bar, respectively; a winch driven by a motor is further mounted on the fixed base; the steel wire rope of the winch is twined on the two transmission rollers; a lifting operating button is connected in series in the control loop of the motor; a reinforcement ring handle is fixed under the diagonal bar; the included angle between the diagonal bar and the hollow upright is 125 degrees. The lifting device for conveying the digging pile construction materials is simple in structure, low in production cost, simple and convenient operation, capable of ensuring construction security, avoiding potential safety hazards of mechanical operation and improving the working efficiency, and also flexible in operation; besides, simultaneous operation of a plurality of pile foundations on one bearing platform of the bridge is realized; the lifting device is wide in application range.
Description
Technical field
The utility model relates to bridge excavation pile construction field, is specially a kind of excavation pile construction material delivery jacking system that railway, highway bridge clump of piles pile foundation construction are used that is applicable to.
Background technology
In railway, Road Bridge Pile Foundation construction, one bridge block pier has many piles base (clump of piles) design and construction, for meeting rapid construction, many pile foundations are excavated simultaneously, to bridge bearing platform construction, create conditions, generally adopt machine drilling stake (impact holing and revolve scrape out hole) and the operation of artificial digging pile pore-forming.In the situation that allowing, geologic condition for accelerating construction, adopts artificial digging pile more.In construction operation due to pile foundation deep (30 ~ 60m), hand excavation's cubic metre of earth and stone and material, facility promote and are restricted, as promoted operation with crane, coordinate artificial construction, cost is high, crane operator cannot be seen operation at the bottom of hole, need a people to command specially just and can complete lifting operation, from current domestic railway, Road Bridge Pile Foundation excavation pile construction situation, construction period still completes with the artificial cranemobile that coordinates, and machinery drops into waste, and labour intensity is large, security risk is high, man-machine cooperation difficulty, work efficiency is low, and speed of application is slow.
The purposes of bont is very extensive in daily life, as elevator, overhead traveling crane, elevator, crane etc. all can be described as bont, but the general volume ratio of bont generally using is now larger, be used for fixing certain place, not being suitable for excavation that railway, Road Bridge Pile Foundation multiple spot face construct simultaneously promotes and transports, not only expense is high, and efficiency is not high yet.
Summary of the invention
The utility model transports the problems such as device therefor has high input, labour intensity is large, efficiency is low, security risk is high in order to solve construction material in existing Bridge Pile Foundation Construction, and a kind of excavation pile construction material delivery jacking system is provided.
The utility model is to adopt following technical scheme to realize: excavation pile construction material delivery jacking system, comprise firm banking, be vertically arranged on the hollow column on firm banking, in hollow column, by bearing, run through rotating shaft is set, rotating shaft upper end is connected with hound, and hound two ends are respectively equipped with transmission rolling shaft; On firm banking, also install by motor-driven winch, the wirerope-winding of winch, on two transmission rolling shafts, is serially connected with descending operation button in the control loop of motor.Stressed and intensity when the length of described rotating shaft and intensity must meet lifting arm lifting; Transmission rolling shaft, transmission rolling shaft are the supports that steel rope rolls, and must be to turn round under the full lubricating effect of butter.
Described hound below is fixed with reinforced steel bar ring handle, and after sandstone material or facility rise to more than dug pile aperture, by reinforced steel bar ring handle, a people can control swing hound, makes material and facility arrival assigned address, completes lift work.Angle between described hound and hollow column is 125 °, is convenient to material lifting, and workman's operation is also more convenient.Between described hollow column and firm banking, be provided with hound, strengthen integrally-built stability.
Adopt structure design of the present utility model, by being arranged on the rotating shaft in hollow column, making lifting arm to carry out 360 degree around hollow column rotates arbitrarily, make material or facility reach assigned address, then starter motor, winch, the steel rope being laid on lifting arm by driving completes lifting operation.
Adopt structure design of the present utility model, be applied in railway, the operation of Road Bridge Pile Foundation excavation pile construction is for sandstone material, when the liftings such as facility are transported, can greatly reduce labour power, reduce labour intensity, and driving power is little, reliable, steadily, can be rapidly safely by facility used, material delivery rises to assigned address, compare with prior art (crane), the utility model is simple in structure, cost of manufacture is low, easy and simple to handle, can guarantee construction safety, avoid the potential safety hazard of mechanical work, improve work efficiency, operating flexibility, the operation simultaneously of the bridge many pile foundations of one cushion cap, applied widely, there is certain promotional value and using value.
Accompanying drawing explanation
Fig. 1 is use constitution diagram of the present utility model;
Fig. 2 is local structure schematic diagram of the present utility model;
In figure: 1-firm banking; 2-hollow column; 3-rotating shaft; 4-lifting arm; 5-transmission rolling shaft; 6-motor; 7-winch; 8-steel rope; 9-descending operation button; 10-reinforced steel bar ring handle; 11-hound; 12-electric power distribution cabinet; 13-dug pile; 14-protection wall of bored pile.
The specific embodiment
Excavation pile construction material delivery jacking system, as shown in Figure 1, 2, comprise firm banking 1, be vertically arranged on the hollow column 2 on firm banking, between hollow column 2 and firm banking 1, be provided with hound 11, in hollow column, by bearing, run through rotating shaft 3 is set, rotating shaft upper end is laterally connected with lifting arm 4, and the angle between lifting arm 4 and hollow column 2 is 125 °, lifting arm 4 belows are fixed with reinforced steel bar ring handle 10, and lifting arm two ends are respectively equipped with transmission rolling shaft 5; The winch 7 being driven by motor 6 is also installed on firm banking, and the steel rope 8 of winch is wound on two transmission rolling shafts, is serially connected with descending operation button 9 in the control loop of motor.
During concrete making, firm banking can be processed by camp site steel leftover pieces, hollow column and firm banking are connected and fixed with high strength bolt, the high 140cm of hollow column, lifting brachium 120cm, motor traction power is 3.2kw, rotating speed 1500r/min, during making, can adopt the material such as angle steel, channel-section steel, reinforcing bar of camp site to weld.
During lifting, by motor, driven, act on winch, steel rope moves by the transmission rolling shaft on lifting arm, after material or facility rise to more than aperture, by reinforced steel bar ring handle, control lifting arm and rotate arbitrarily around hollow column, make material and facility arrive assigned address, complete lift work.
Claims (4)
1. an excavation pile construction material delivery jacking system, it is characterized in that comprising firm banking (1), be vertically arranged on the hollow column (2) on firm banking, in hollow column, by bearing, run through rotating shaft (3) is set, rotating shaft upper end is laterally connected with lifting arm (4), and lifting arm two ends are respectively equipped with transmission rolling shaft (5); The winch (7) being driven by motor (6) is also installed on firm banking, and the steel rope of winch (8) is wound on two transmission rolling shafts, is serially connected with descending operation button (9) in the control loop of motor.
2. excavation pile construction material delivery jacking system according to claim 1, is characterized in that lifting arm (4) below is fixed with reinforced steel bar ring handle (10).
3. excavation pile construction material delivery jacking system according to claim 1 and 2, is characterized in that the angle between lifting arm (4) and hollow column (2) is 125 °.
4. excavation pile construction material delivery jacking system according to claim 1 and 2, is characterized in that being provided with hound (11) between hollow column (2) and firm banking (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320560458.3U CN203513129U (en) | 2013-09-11 | 2013-09-11 | Lifting device for conveying digging pile construction materials |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320560458.3U CN203513129U (en) | 2013-09-11 | 2013-09-11 | Lifting device for conveying digging pile construction materials |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203513129U true CN203513129U (en) | 2014-04-02 |
Family
ID=50372088
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320560458.3U Expired - Fee Related CN203513129U (en) | 2013-09-11 | 2013-09-11 | Lifting device for conveying digging pile construction materials |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203513129U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104401800A (en) * | 2014-10-29 | 2015-03-11 | 广西来宾银海铝材股份有限公司 | Wire winding machine |
| CN107459001A (en) * | 2017-08-27 | 2017-12-12 | 贵州新联爆破工程集团有限公司 | A kind of artificial digging pile is unearthed lifting device |
| CN111606216A (en) * | 2020-06-22 | 2020-09-01 | 陕西建工第十二建设有限公司 | A kind of artificial digging pile lifting equipment |
-
2013
- 2013-09-11 CN CN201320560458.3U patent/CN203513129U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104401800A (en) * | 2014-10-29 | 2015-03-11 | 广西来宾银海铝材股份有限公司 | Wire winding machine |
| CN107459001A (en) * | 2017-08-27 | 2017-12-12 | 贵州新联爆破工程集团有限公司 | A kind of artificial digging pile is unearthed lifting device |
| CN107459001B (en) * | 2017-08-27 | 2023-05-26 | 保利新联爆破工程集团有限公司 | Manual hole digging pile soil outlet lifting device |
| CN111606216A (en) * | 2020-06-22 | 2020-09-01 | 陕西建工第十二建设有限公司 | A kind of artificial digging pile lifting equipment |
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Legal Events
| 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: 20140402 Termination date: 20210911 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |