CN204875789U - Building engineering piling equipment - Google Patents
Building engineering piling equipment Download PDFInfo
- Publication number
- CN204875789U CN204875789U CN201520618392.8U CN201520618392U CN204875789U CN 204875789 U CN204875789 U CN 204875789U CN 201520618392 U CN201520618392 U CN 201520618392U CN 204875789 U CN204875789 U CN 204875789U
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- Prior art keywords
- stake
- pile
- monkey
- cover
- pile cover
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- Expired - Fee Related
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Abstract
The utility model discloses a building engineering piling equipment, include: the saddle, pile monkey, pile cover, stake, crane and power device, the saddle be used for the direction of guide stake and the stability of maintaining the stake, the pile monkey be used for applying impact power to the stake, the pile cover setting on the top of stake, crane fixed mounting on caterpillar base plate, power device include hoist engine, boiler or air compressor, pile cover and stake between set up the buffer layer, the pile cover with the top between stay 5 -10mm's clearance to the pile monkey, pile cover and stake are on same axis. The falling apart from no longer than 1 meter of pile monkey. The stake be the precast concrete stake of 12 meters length.
Description
Technical field
The utility model relates to a kind of construction work pile driving equipment, belongs to construction engineering technical field.
Background technology
In Building Construction, generally determine pile installation and construction method according to soil layer situation, surrounding enviroment situation and upper load size etc.Pile foundation is the deep foundation form usually adopted in construction work, is made up of, is generally low cushion cap stake and cushion cap.Piles for Friction Piles can be divided into by the bearing characters division of stake, end holds type stake and compound is subject to load stake.Friction pile refers to that pile top load is all or primarily of the stake that pile side resistance is born, and is used in the thicker stratum of Soft Soil Layer; End holds the stake that type stake refers to that pile top load is whole or bear primarily of end resistance, and its end slips in hard soil layer; Compound refers to by load stake bears the stake vertical, horizontal loading is all larger.
Precast reinforced concrete piles be factory for prefabrication or job site prefabricated, sunk on design attitude in soil with sinking apparatus, be characterized in firm durable, do not affect by underground water or wet environment, larger load can be born, mechanization of building operation degree is high, and progress is fast, can adapt to different soil construction.Preformed pile the most frequently used is at present prestressed concrete pipe pile, and be a kind of elongated hollow uniform section precast unit, be in factory through pre-tensioned prestressing, the explained hereafter such as centrifugal forming, high-pressure steaming and cultivating forms.The pile-sinking method of concrete precast pile generally comprises hammer piling, static piling and pile vibrosinking etc.Hammer piling is that stake is sunk in soil by the impact energy utilizing pile monkey to fall to producing, and having noise pollution and vibration, limiting to some extent for down town with carrying on construction work at night when its shortcoming being construction.
Utility model content
The purpose of this utility model is to solve the problem, and provides a kind of novel construction work pile driving equipment.
Construction work pile driving equipment described in the utility model comprises: saddle, pile monkey, pile cover, stake, crane and power set; Described saddle is for guiding the direction of stake and maintaining the stable of stake; Described pile monkey is used for applying dynamic impact problem to stake; Described pile cover is arranged on the top of stake; Described crane is fixedly mounted on crawler body; Described power set comprise hoist engine, boiler or air compressor; Between described pile cover and stake, cushion coat is set, between pile cover and the top of stake, stays the gap of 5-10mm, and pile monkey, pile cover and stake are on the same axis.
Falling apart from being no more than 1 meter of described pile monkey.
Described stake is the concrete precast pile of length 12 meters.
Compared with prior art, the beneficial effect of technical solutions of the utility model is:
Construction work pile driving equipment described in the utility model is rational in infrastructure, and power is large, compact conformation, stable working, speed of application is fast, and mechanization degree is high, not fragile pile body, wide accommodation, effectively can reduce the cost of manufacture of preformed pile, improves the bearing capacity of concrete pile.
Accompanying drawing explanation
Fig. 1 is the structural representation of construction work pile driving equipment described in the utility model.
Wherein, 1-saddle, 2-pile monkey, 3-pile cover, 4-stake, 5-crane.
Detailed description of the invention
Be clearly and completely described the technical scheme in the utility model below in conjunction with accompanying drawing, obviously, described embodiment is only a part of embodiment of the present utility model, instead of whole embodiments.Based on the embodiment in the utility model, the every other embodiment that those of ordinary skill in the art obtain under the prerequisite not making creative work, all belongs to the scope of the utility model protection.
As shown in Figure 1, construction work pile driving equipment described in the utility model comprises: saddle 1, pile monkey 2, pile cover 3, stake 4, crane 5 and power set; Described saddle 1 is for guiding the direction of stake 4 and maintaining the stable of stake; Described pile monkey 2 is for applying dynamic impact problem to stake 4; Described pile cover 3 is arranged on the top of stake 4; Described crane 5 is fixedly mounted on crawler body; Described power set comprise hoist engine, boiler or air compressor; Between described pile cover 3 and stake 4, cushion coat (not shown) is set, between the top of pile cover 3 and stake 4, stays the gap of 5-10mm, and pile monkey 2, pile cover 3 and stake 4 are on the same axis.
Falling apart from being no more than 1 meter of described pile monkey 2.Will note the situation that pile penetration changes at any time during piling, when pile penetration die-offs, time pile monkey has a larger resilience, represent that pile top runs into obstacle, now pile monkey falls apart from reducing, and accelerates hammering.If above-mentioned situation still exists, then should stop hammering, search reason and process.
Described stake 4 is the concrete precast pile of length 12 meters.
In sum, be the utility model embodiment content, and obvious embodiment of the present utility model is not limited in this, it according to different application environment, can utilize functional realiey corresponding demand of the present utility model.
Claims (3)
1. a construction work pile driving equipment, is characterized in that, comprising: saddle, pile monkey, pile cover, stake, crane and power set; Described saddle is for guiding the direction of stake and maintaining the stable of stake; Described pile monkey is used for applying dynamic impact problem to stake; Described pile cover is arranged on the top of stake; Described crane is fixedly mounted on crawler body; Described power set comprise hoist engine, boiler or air compressor; Between described pile cover and stake, cushion coat is set, between pile cover and the top of stake, stays the gap of 5-10mm, and pile monkey, pile cover and stake are on the same axis.
2. construction work pile driving equipment according to claim 1, is characterized in that, falling apart from being no more than 1 meter of described pile monkey.
3. construction work pile driving equipment according to claim 2, is characterized in that, described stake is the concrete precast pile of length 12 meters.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520618392.8U CN204875789U (en) | 2015-08-16 | 2015-08-16 | Building engineering piling equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201520618392.8U CN204875789U (en) | 2015-08-16 | 2015-08-16 | Building engineering piling equipment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN204875789U true CN204875789U (en) | 2015-12-16 |
Family
ID=54820181
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201520618392.8U Expired - Fee Related CN204875789U (en) | 2015-08-16 | 2015-08-16 | Building engineering piling equipment |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN204875789U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108824429A (en) * | 2018-06-25 | 2018-11-16 | 江北建设有限公司 | A kind of anchor rod piling structure for bridge construction |
| CN108842770A (en) * | 2018-07-20 | 2018-11-20 | 芜湖清柏白露智能信息科技有限公司 | A kind of convenient hydraulic excavator piling equipment |
| CN110792080A (en) * | 2019-10-17 | 2020-02-14 | 龙德建设有限公司 | Vertical pile driving device for precast pile |
| CN113309095A (en) * | 2021-05-17 | 2021-08-27 | 浙江晨原建设工程有限公司 | High-bearing-capacity building piling method |
-
2015
- 2015-08-16 CN CN201520618392.8U patent/CN204875789U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108824429A (en) * | 2018-06-25 | 2018-11-16 | 江北建设有限公司 | A kind of anchor rod piling structure for bridge construction |
| CN108842770A (en) * | 2018-07-20 | 2018-11-20 | 芜湖清柏白露智能信息科技有限公司 | A kind of convenient hydraulic excavator piling equipment |
| CN110792080A (en) * | 2019-10-17 | 2020-02-14 | 龙德建设有限公司 | Vertical pile driving device for precast pile |
| CN113309095A (en) * | 2021-05-17 | 2021-08-27 | 浙江晨原建设工程有限公司 | High-bearing-capacity building piling method |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20151216 Termination date: 20200816 |