CN202989925U - Automatic pile static-pressing equipment - Google Patents
Automatic pile static-pressing equipment Download PDFInfo
- Publication number
- CN202989925U CN202989925U CN 201220566549 CN201220566549U CN202989925U CN 202989925 U CN202989925 U CN 202989925U CN 201220566549 CN201220566549 CN 201220566549 CN 201220566549 U CN201220566549 U CN 201220566549U CN 202989925 U CN202989925 U CN 202989925U
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- China
- Prior art keywords
- jack
- compacting equipment
- automatic static
- crossbeam
- reaction frame
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Abstract
Automatic pile static-pressing equipment is provided with a counter-force frame, a hydraulic device, a jack, a lifting system, a beam and a crawling clamp seat. The counter-force frame is fixedly connected with an original building, the crawling clamp seat is fitted to the counter-force frame, the beam is fitted to the crawling clamp seat and suspended at a movable end of the lifting system, a fixed end of the jack is fixedly connected with the beam, a movable end of the jack is fixedly connected with a pile to be pressed, an output end of the hydraulic device is connected with a hydraulic input end of the jack, and the hydraulic device supplies pressure for the jack. The counter-force frame is provided with slide rails, the crawling clamp seat is provided with slide grooves matched with the slide rails, and the slide grooves are fitted to the slide rails. The slide rails are provided with through holes, and elastic plungers are arranged in the slide grooves and match with the through holes. The automatic pile static-pressing equipment is applicable to indoor and outdoor pile pressing and small-hole pile pressing deviation correcting technology, and is high in applicability, simple in structure, convenient to operate and low in cost.
Description
Technical field
The utility model relates to building construction deviation correcting technology field, particularly relates to a kind of automatic static-pressure pile compacting equipment.
Background technology
The part house of building up in use the house that uneven settlement of foundation or even serious relative settlement cause may occur crooked.For the crooked situation in this kind house, usually adopt foundation is adjusted in order to rectified a deviation in the house.
In prior art, house deviation rectifying needs more to be excavated larger hole or need to rectify a deviation to the mode of digging a hole in the corner ground, and the construction space that needs is larger, and corresponding pile compacting equipment is also than relatively large.Be not suitable for carrying out house deviation rectifying in some less spaces, also be not suitable for the piling of aperture mode.
Therefore not enough for prior art, provide a kind of simple in structure, easy to operate, automatic static-pressure pile compacting equipment that applicability is strong, with low cost is very necessary to overcome the prior art deficiency.
Summary of the invention
The purpose of this utility model is to avoid the deficiencies in the prior art part and a kind of automatic static-pressure pile compacting equipment is provided, and this automatic static-pressure pile compacting equipment has characteristics simple in structure, easy to operate, that applicability is strong, with low cost.
The purpose of this utility model realizes by following technical measures.
A kind of automatic static-pressure pile compacting equipment is provided with reaction frame, hydraulic means, jack, jacking system, crossbeam and the deck of creeping;
Described reaction frame is fixedly connected with original building, and the described deck of creeping is assemblied in described reaction frame, and described crossbeam is assemblied in the movable end that described creep deck and described crossbeam are hung at described jacking system;
The fixed end of described jack is fixedly connected with described crossbeam, and the movable end of described jack is fixedly connected with pile pipe to be pressed;
The output of described hydraulic means is connected with the hydraulic pressure input of described jack, and described hydraulic means provides the pressure of described jack.
OnState reaction frame and be provided with slide rail, the described deck of creeping is provided with the chute with described slide rail coupling, and described chute is assemblied in described slide rail.
Above-mentioned slide rail is provided with through hole, and described chute is provided with resilient plunger, and described through hole and described resilient plunger are complementary.
Above-mentioned automatic static-pressure pile compacting equipment also is provided with control device, described control device is electrically connected to described resilient plunger, when described control device is controlled described chute and arrived lead to the hole site, described elastic piston flicks, and when described chute leaves described lead to the hole site described resilient plunger automatic retracted.
The specification of above-mentioned jack is set to 100 tons of jack.
Above-mentioned jacking system is provided with hoist engine and fixed pulley, and described fixed pulley is fixedly installed on described reaction frame top, and the hawser of described hoist engine is fixedly connected with described crossbeam.
Above-mentioned reaction frame top is provided with back timber, and described fixed pulley is fixedly installed on described back timber.
Above-mentioned jacking system also is provided with apparatus for controlling of lifting, and described apparatus for controlling of lifting is electrically connected to described hoist engine.
Above-mentioned hydraulic means is set to Hydraulic Station.
A kind of automatic static-pressure pile compacting equipment of the present utility model is provided with reaction frame, hydraulic means, jack, jacking system, crossbeam and the deck of creeping; Described reaction frame is fixedly connected with original building, and the described deck of creeping is assemblied in described reaction frame, and described crossbeam is assemblied in the movable end that described creep deck and described crossbeam are hung at described jacking system; The fixed end of described jack is fixedly connected with described crossbeam, and the movable end of described jack is fixedly connected with pile pipe to be pressed; The output of described hydraulic means is connected with the hydraulic pressure input of described jack, and described hydraulic means provides the pressure of described jack.This automatic static-pressure pile compacting equipment can be fit to the indoor and outdoor piling, is applicable to aperture piling deviation correcting technology, and applicability is strong and simple in structure, easy to operate, with low cost.
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Description of drawings
Utilize accompanying drawing that the utility model is further described, but the content in accompanying drawing does not consist of any restriction of the present utility model.
Fig. 1 is the structural representation of a kind of automatic static-pressure pile compacting equipment of the utility model.
In Fig. 1, comprising:
Creep deck 200, resilient plunger 210,
Crossbeam 300,
Jack 400,
Pile pipe 600,
The specific embodiment
With the following Examples the utility model is further described.
A kind of automatic static-pressure pile compacting equipment as shown in Figure 1, is provided with reaction frame 100, hydraulic means, jack 400, jacking system 500, crossbeam 300 and the deck 200 of creeping.
The fixed end of jack 400 is fixedly connected with crossbeam 300, and the movable end of jack 400 is fixedly connected with pile pipe to be pressed 600.The output of hydraulic means is connected with the hydraulic pressure input of jack 400, and hydraulic means provides the driving pressure of jack 400.Hydraulic means is set to Hydraulic Station, has simple, easy to operate characteristics.
This automatic static-pressure pile compacting equipment, reaction frame 100 is fixed in original building, and reaction frame 100 is as the support body that jack 400, jacking system 500, crossbeam 300 and the deck 200 of creeping are installed.Hydraulic means provides the pressure of jack 400 work, and when jack 400 is under pressure, its movable end will stretch out under pressure the pile pipe 600 that is connected in movable end is carried out piling, and movable end is retracted to the fixed end of jack 400 after pressure is eliminated.
Crossbeam 300 is used for hanging jack 400 1 ends, and the deck 200 of creeping moves and then control the initialization position of jack 400 along reaction frame 100.Jacking system 500 makes crossbeam 300 to move up and down, thereby control adjusting jack 400 moves up and down.
This automatic static-pressure pile compacting equipment, its operating principle is: after determining the position that needs piling, reserve the piling hole by ground 700 is processed, reaction frame 100 is fixed in the original building basal plane, install the deck 200 of creeping, crossbeam 300, jack 400 and piling pipe 600.Jacking system 500 is started working, crossbeam 300, jack 400 and pile pipe 600 begin to move down under the self gravitation effect, deck 200 beginnings of meanwhile creeping are moved down along reaction frame 100, thereby the deck 200 of creeping, crossbeam 300, jack 400 and pile pipe 600 integral body move down, after moving to certain position, the deck 200 of creeping will be positioned reaction frame 100, and jacking system 500 quits work simultaneously.Then, hydraulic means provides driving pressure to jack 400, because the fixed end of jack 400 is fixed in crossbeam 300, the movable end of jack 400 will be exerted pressure to pile pipe 600 along moving away from the direction of crossbeam 300 and be made pile pipe 600 move down, and complete one piling.Then hydraulic means stops feed flow, the movable end retraction fixed end of jack 400.
Then jacking system 500 is started working again, and the deck 200 of creeping begins to move down along reaction frame 100 again, and deck 200, crossbeam 300, jack 400 and pile pipe 600 integral body of creeping this moment move down.After moving to the relevant position, the deck 200 of creeping is fixed in reaction frame 100, and jacking system 500 quits work simultaneously.Then, hydraulic means provides pressure to jack 400, and the fixed end of jack 400 is fixed in crossbeam 300, and the movable end of jack 400 is again exerted pressure to pile pipe 600 and made pile pipe 600 continue to move down; Complete piling for the second time.Then hydraulic means stops feed flow, the movable end retraction fixed end of jack 400.
So constantly repeat, until pile pipe 600 is pressed onto the precalculated position, complete the piling process.
Concrete, reaction frame 100 is provided with slide rail 110, and the deck 200 of creeping is provided with the chute with slide rail 110 couplings, and chute is assemblied in slide rail 110.Slide rail 110 is provided with through hole 120, and chute is provided with resilient plunger 210, and through hole 120 is complementary with resilient plunger 210.
When chute moves along slide rail 110, the resilient plunger 210 of chute is subject to the effect that compresses of slide rail 110 and can eject, when resilient plunger 210 moved to through hole 120 position of slide rail 110, the effect that compresses of slide rail 110 was eliminated resilient plunger 210 and is ejected, and resilient plunger 210 will snap in through hole 120.At this moment, the deck 200 of creeping is fixed in the position of reaction frame 100, and crossbeam 300 is positioned the permanent position by the deck 200 of creeping.Therefore and the fixed end that is connected in the jack 400 of crossbeam 300 also is fixed in crossbeam 300 relevant positions, and the movable end of jack 400 can only move towards pile pipe 600 directions.
In order to ensure operation accurately easily, this automatic static-pressure pile compacting equipment also is provided with control device, control device is electrically connected to resilient plunger 210, and when control device is controlled chute and arrived through hole 120 position, elastic piston flicks, and when chute leaves through hole 120 position resilient plunger 210 automatic retracteds.
Need to prove, slide rail 110 and the locate mode between deck 200 of creeping are not limited to the locate mode of through hole 120 and elastic piston in the present embodiment, can also be set to other locate mode.
Need to prove, through hole 120 is set to more than two usually, and as seven, eight, ten, the resilient plunger 210 of chute can be positioned different through hole 120 in sliding process.So that the initial position when determining jack 400 work.
The specification of jack 400 is set to 100 tons of jack.Need to prove, the specification of jack 400 also can be set to other tonnage, specifically can arrange flexibly according to actual needs.
Concrete, jacking system 500 is provided with hoist engine 510 and fixed pulley 520, and fixed pulley 520 is fixedly installed on reaction frame 100 tops, and the hawser 530 of hoist engine 510 passes fixed pulley 520 and is fixedly connected with crossbeam 300.Jacking system 500 adopts the structure of hoist engine 510 and fixed pulley 520, has characteristics simple in structure, with low cost.
Concrete, reaction frame 100 tops are provided with back timber 130, and fixed pulley 520 is fixedly installed on back timber 130.
Need to prove, jacking system 500 is not limited only to hoist engine 510 in the present embodiment and the structure of fixed pulley 520, also can be other driving mechanism, as air cylinder driven or hydraulic-driven etc.
This automatic static-pressure pile compacting equipment automaticity is high, good environmental protection, and energy consumption is low, and during work, noise is little.Whole automatic static-pressure pile compacting equipment is light, steady victory, safety, can realize 100 tons of large-tonnage pilings, has solved the technical barrier of remedying the piling of large-tonnage static pressure inside and outside the expansion chamber of domestic and international building foundation.
This automatic static-pressure pile compacting equipment can be outside Indoor environment foundation, narrow tunnel such as building basis, bridge foundation etc. carry out the large-tonnage piling and remedy construction.Good environmental protection, power consumption is low, noise is little, automation efficient is high, few to the soil body flow reinforced, but far and near distance control, light and fast, safety, high efficiency.
Should be noted that at last; above embodiment is only in order to the technical solution of the utility model to be described but not to the restriction of the utility model protection domain; although with reference to preferred embodiment, the utility model has been done detailed description; those of ordinary skill in the art is to be understood that; can modify or be equal to replacement the technical solution of the utility model, and not break away from essence and the scope of technical solutions of the utility model.
Claims (9)
1. an automatic static-pressure pile compacting equipment, is characterized in that: be provided with reaction frame, hydraulic means, jack, jacking system, crossbeam and the deck of creeping;
Described reaction frame is fixedly connected with original building, and the described deck of creeping is assemblied in described reaction frame, and described crossbeam is assemblied in the movable end that described creep deck and described crossbeam are hung at described jacking system;
The fixed end of described jack is fixedly connected with described crossbeam, and the movable end of described jack is fixedly connected with pile pipe to be pressed;
The output of described hydraulic means is connected with the hydraulic pressure input of described jack, and described hydraulic means provides the pressure of described jack.
2. automatic static-pressure pile compacting equipment according to claim 1, it is characterized in that: described reaction frame is provided with slide rail, and the described deck of creeping is provided with the chute with described slide rail coupling, and described chute is assemblied in described slide rail.
3. automatic static-pressure pile compacting equipment according to claim 2, it is characterized in that: described slide rail is provided with through hole, and described chute is provided with resilient plunger, and described through hole and described resilient plunger are complementary.
4. automatic static-pressure pile compacting equipment according to claim 3, it is characterized in that: this automatic static-pressure pile compacting equipment also is provided with control device, described control device is electrically connected to described resilient plunger, when described control device is controlled described chute and arrived lead to the hole site, described elastic piston flicks, and when described chute leaves described lead to the hole site described resilient plunger automatic retracted.
5. automatic static-pressure pile compacting equipment according to claim 1, it is characterized in that: the specification of described jack is set to 100 tons of jack.
6. automatic static-pressure pile compacting equipment according to claim 1, it is characterized in that: described jacking system is provided with hoist engine and fixed pulley, described fixed pulley is fixedly installed on described reaction frame top, and the hawser of described hoist engine passes described fixed pulley and is fixedly connected with described crossbeam.
7. automatic static-pressure pile compacting equipment according to claim 6 is characterized in that: described reaction frame top is provided with back timber, and described fixed pulley is fixedly installed on described back timber.
8. automatic static-pressure pile compacting equipment according to claim 7, it is characterized in that: described jacking system also is provided with apparatus for controlling of lifting, and described apparatus for controlling of lifting is electrically connected to described hoist engine.
9. automatic static-pressure pile compacting equipment according to claim 1, it is characterized in that: described hydraulic means is set to Hydraulic Station.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220566549 CN202989925U (en) | 2012-10-31 | 2012-10-31 | Automatic pile static-pressing equipment |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201220566549 CN202989925U (en) | 2012-10-31 | 2012-10-31 | Automatic pile static-pressing equipment |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202989925U true CN202989925U (en) | 2013-06-12 |
Family
ID=48561119
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN 201220566549 Expired - Fee Related CN202989925U (en) | 2012-10-31 | 2012-10-31 | Automatic pile static-pressing equipment |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202989925U (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104695550A (en) * | 2015-02-17 | 2015-06-10 | 李�杰 | Reverse deviation-rectifying device for construction and use method thereof |
| CN108589559A (en) * | 2018-03-22 | 2018-09-28 | 中交路桥北方工程有限公司 | A kind of prestressing pipe pile construction pressue device |
-
2012
- 2012-10-31 CN CN 201220566549 patent/CN202989925U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104695550A (en) * | 2015-02-17 | 2015-06-10 | 李�杰 | Reverse deviation-rectifying device for construction and use method thereof |
| CN104695550B (en) * | 2015-02-17 | 2017-02-01 | 潘翔 | Reverse deviation-rectifying device for construction and use method thereof |
| CN108589559A (en) * | 2018-03-22 | 2018-09-28 | 中交路桥北方工程有限公司 | A kind of prestressing pipe pile construction pressue device |
| CN108589559B (en) * | 2018-03-22 | 2019-12-03 | 中交路桥北方工程有限公司 | A kind of prestressing pipe pile construction pressurizing device |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| C17 | Cessation of patent right | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20130612 Termination date: 20131031 |