CN208981322U - A kind of construction of Static Pressure Pile device - Google Patents
A kind of construction of Static Pressure Pile device Download PDFInfo
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- CN208981322U CN208981322U CN201820805827.3U CN201820805827U CN208981322U CN 208981322 U CN208981322 U CN 208981322U CN 201820805827 U CN201820805827 U CN 201820805827U CN 208981322 U CN208981322 U CN 208981322U
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- guide rail
- arm
- hydraulic jack
- static pressure
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Abstract
The utility model discloses a kind of construction of Static Pressure Pile devices, guide rail beam including two parallel laids, pressure is set to the briquetting on guide rail beam, gate reaction frame, electric block, bolt, cross-arm and oil pressure unit, gate reaction frame includes the first connecting rod of two pillars being symmetrically installed on two guide rail beams and connection pillar, pillar is equipped with pin hole, two root cutting pins are symmetrically plugged in the pin hole of two pillars, the fixation of electric block one end is hung among first connecting rod, the electric block other end connects in the middle part of cross-arm, oil pressure unit includes hydraulic jack, the high-pressure oil pipe of oil pressure pump and connection hydraulic jack and oil pressure pump, the upper end of hydraulic jack resists the bottom of cross-arm, cross-arm is pressed against under two root cutting pins, the lower end of hydraulic jack resists the upper end of prefabricated pile.Construction of Static Pressure Pile device provided by the utility model has many advantages, such as not destroy manufacturer ground, strong flexibility, easy to operate, high-efficient.
Description
Technical field
The utility model relates to number of packages field of mechanical technique more particularly to a kind of construction of Static Pressure Pile devices.
Background technique
Workshop is using after a period of time, due to ground site complicated geology, original place base unreasonable construction etc.
Reason often results in the sign that powerhouse foundation has unbalance stress and deformation, so as to cause uneven settlement of foundation, and then may cause
Even there is failure by shear in main structure drawing crack, hides some dangers for the safety use of workshop.In order to meet the safety of workshop
Requirement needs to be reinforced on the basis of the foundation structure in genuine room, frequently with anchor rod pressing pile technique in existing technology
It reinforces, i.e., reaction frame is fixed on the existing ground of workshop using fixing pieces such as anchor poles, using the self weight of workshop as counter-force, is made
With oil pressure unit by prefabricated pile indentation soil, then prefabricated pile end and former powerhouse foundation are poured and became one to increase mass-type foundation
The ability for undertaking load.Anchor jacked pile constructing device has the advantages that structure is simple, noiseless, but the side of anchor pole connection
Formula also has the shortcomings that its is obvious: 1) must destroy genuine premises table so that anchor pole is arranged；2) counter-force that compression bar is utilized is limited to workshop
The limit tensile force of self weight and anchor pole itself, therefore it is required that should not have relatively hard soil layer in the ground that pile body is passed to, it cannot
There are biggish interlayer of frictional resistance etc., narrow scope of application；3) each piling must on ground be equipped with corresponding anchor pole with
Fixed gate reaction frame, construction workload are big.
Therefore, in conclusion how to provide it is a kind of do not destroy former factory building foundation, pressure pile reaction can be neatly provided and
The construction of Static Pressure Pile device of easy construction becomes the problem of urgent need to resolve in the industry.
Utility model content
In order to solve the above technical problems, the purpose of this utility model is to provide a kind of construction of Static Pressure Pile devices, to overcome
The deficiencies in the prior art.
In order to achieve the above objectives, the technical solution of the utility model is as follows: a kind of construction of Static Pressure Pile device, including two flat
Briquetting, gate reaction frame, electric block, bolt, cross-arm and oil pressure of the guide rail beam, pressure that row is laid on the guide rail beam are set
Standby, the gate reaction frame includes two pillars being symmetrically installed on two articles of guide rail beams and connects the of the pillar
One connecting rod, the pillar are equipped with pin hole, and two bolts are symmetrically plugged in the pin hole of two pillars, institute
It states the fixation of electric block one end to hang among the first connecting rod, the electric block other end connects in the cross-arm
Portion, the oil pressure unit include the high-pressure oil pipe of hydraulic jack, oil pressure pump and the connection hydraulic jack and oil pressure pump, institute
The upper end for stating hydraulic jack resists the bottom of the cross-arm, the cross-arm is pressed against under the two root cuttings pin, the oil
The lower end of pressure jack resists the upper end of prefabricated pile.
One of as a preferred embodiment of the present invention, the guide rail beam is H profile steel, the guide rail beam with the gate
Reaction frame junction is equipped with reinforcing rib.
One of as a preferred embodiment of the present invention, at least two gate reaction frames are installed on the guide rail beam.
One of as a preferred embodiment of the present invention, the briquetting is rectangular prefabricated pile, and the rectangular prefabricated pile is vertical and horizontal
It piles up overlappingly.
One of as a preferred embodiment of the present invention, the pillar includes bottom plate, two be fixed on the bottom plate
Opposite thirty years of age of channel steel connects the connecting plate in the middle part of two channel steels and connects the second connecting rod at the top of two channel steels
And bottom plate is fixedly connected on the bolt kit on the guide rail beam, the web of the channel steel vertically on equably set
There is pin hole.
Further, the web of the channel steel is equipped with pin hole stiffening plate on pin hole top.
Compared with prior art, the advantages of the utility model at least that:
1) connectors such as anchor pole that do not need of construction of Static Pressure Pile device provided by the utility model are connect with manufacturer ground, because
This does not destroy manufacturer's earth's surface, reduces manufacturer's ground restoration cost.
2) pressure pile reaction of construction of Static Pressure Pile device provided by the utility model is provided by briquetting, can be according to pile driving pressure not
With increase and decrease briquetting, so that neatly control pile driving pressure is applied widely to adapt to different demands.
3) multiple gate reaction frames can be arranged on guide rail beam so as to same in construction of Static Pressure Pile device provided by the utility model
When construct the multiple prefabricated piles of a row, construction efficiency is high.
4) construction of Static Pressure Pile device provided by the utility model can integrally hang shifting, and it is pre- can quickly to carry out in place next row
The construction of stake processed, easy construction are time saving and energy saving.
5) spiral shell preferably, is used between the gate reaction frame and guide rail beam of construction of Static Pressure Pile device provided by the utility model
The connection of bolt external member, easy disassembly and transport.
Detailed description of the invention
In order to illustrate the embodiment of the utility model or the technical proposal in the existing technology more clearly, below will be to embodiment
In description or attached drawing needed in the prior art is briefly described.
Fig. 1 is a kind of front view of construction of Static Pressure Pile device disclosed in the utility model embodiment；
Fig. 2 is a kind of side view of construction of Static Pressure Pile device disclosed in the utility model embodiment.
Specific embodiment
The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model
Clearly and completely describe.
Referring to shown in Fig. 1-2, a kind of construction of Static Pressure Pile device that one preferred embodiment of the utility model provides, including gate
Reaction frame 1, guide rail beam 2, bolt 3, cross-arm 4, oil pressure unit 5, electric block 6 and briquetting 7.2 parallel laid of guide rail beam, guide rail beam
2 upper holders are set there are two gate reaction frame 1.Guide rail beam 2 includes H profile steel 21 and it is that 1 junction of gate reaction frame is arranged
Reinforcing rib 22.Pressure is equipped with briquetting 7 on guide rail beam 2, and briquetting 7 is the rectangular prefabricated pile piled up overlappingly anyhow.Gate reaction frame 1
Be made of the first connecting rod 15 of two pillars of two pillars and connection, every pillar include bottom plate 18, two it is opposite and on the spot
The second of connecting plate 14 1 11 tops of connection channel steel at 11, two, channel steel 11 middle parts of connection channel steel being fixedly arranged on bottom plate 18 connects
Extension bar 16 and the bolt kit 17 being fixed on bottom plate 18 on guide rail beam 2.15 both ends of first connecting rod and the second of two pillars
Connecting rod 16 is fixedly connected.The web of channel steel 11 vertically on be evenly provided with multiple pin holes 12,12 top of pin hole is equipped with
Pin hole stiffening plate 13.The first lifting lug 151 is equipped in the middle part of 15 bottom of first connecting rod for suspending electric block 6 in midair.The middle part of cross-arm 4
Equipped with the second lifting lug 41, electric block 6 connects the second lifting lug to drive cross-arm 4 to move in the vertical direction.Each gate reaction frame 1
With there are two bolt 3, two bolts 3 are symmetrically plugged in the pin hole of two pillars.Oil pressure unit 5 include hydraulic jack 51,
The high-pressure oil pipe 53 of oil pressure pump 52 and connection hydraulic jack 51 and oil pressure pump 52.51 upper end of hydraulic jack resists cross-arm 4
Bottom, by its level pressure under two root cutting pins 3, the lower end of hydraulic jack 51 resists the upper end of rectangular prefabricated pile B.
When construction of Static Pressure Pile device preparation provided by the utility model, first by two guide rail beams 2 symmetrically parallel laid
Set on the rectangular prefabricated stake holes two sides of a row of powerhouse foundation A, briquetting 7 is placed, it is then that the gate for installing electric block 6 is anti-
Power frame 1, which is directed at rectangular prefabricated pile hole and is set up in blending bolt external member 17 on guide rail beam 2, fixes the two.Rectangular prefabricated pile is in place
Hydraulic jack 51 is placed in rectangular prefabricated pile upper end afterwards, sling cross-arm 4 with electric block 6 and its bottom is placed in oil jack
Bolt 3, is then inserted in the closely pin hole of 4 over top of cross-arm by the upper end on top 51.Oil pressure pump 52 pressurizes, hydraulic jack
51 mandrils stretch out, and the cross-arm 4 of the upper end of hydraulic jack 51 is resisted by bolt 3, and counter-force is transmitted in the lower end of hydraulic jack 51
To rectangular prefabricated pile, underground is gradually pressed into until hydraulic jack 51 reaches range.Oil pressure pump 52 is depressured, oil pressure thousand
51 mandrils of jin top retract to initial state, and cross-arm 4 falls therewith and spaces out with bolt 3.Bolt 3 is extracted out, is inserted in tight
It suffers in the pin hole of 4 over top of cross-arm, starts new round piling work.So circulation construction, until rectangular prefabricated pile is depressed into and sets
Count depth.Two gate reaction frames can construct simultaneously, be independent of each other.Briquetting 7 is unloaded from guide rail beam 2 after the completion of construction,
The two gate reaction frames 1 of guide rail beam 2 thereon are lifted to the two of another row rectangular prefabricated stake holes to be onstructed as a whole
Side can continue construction operation work after piling up briquetting 7 on guide rail beam 2.
Fixed 1 quantity of gate reaction frame can root on the guide rail beam 2 of construction of Static Pressure Pile device provided by the utility model
Need to be increased and decreased according to workshop situation and construction, pile up briquetting 7 on guide rail beam 2 quantity can also be needed according to construction into
Row increase and decrease, flexible machine become, and applicability is wide；7 material therefor of briquetting be rectangular prefabricated pile, be easy to get at the scene, without additionally at
This；Earth's surface is not destroyed, the work of reparation powerhouse foundation after construction is reduced, reduces costs；Gate reaction frame 1 and guide rail beam
2 can integrally adjust shifting, the construction of the rectangular prefabricated pile of next row directly be carried out, it is not necessary that construction is specially arranged for each rectangular prefabricated pile
Facility, therefore there is easy construction, the high advantage of construction efficiency.
The foregoing description of the disclosed embodiments can be realized professional and technical personnel in the field or using originally practical new
Type.Various modifications to these embodiments will be readily apparent to those skilled in the art, and determine herein
The General Principle of justice can be realized in other embodiments without departing from the spirit or scope of the present utility model.Cause
This, the present invention will not be limited to the embodiments shown herein, and is to fit to and principles disclosed herein
The widest scope consistent with features of novelty.
Claims (6)
1. a kind of construction of Static Pressure Pile device, it is characterised in that: guide rail beam, pressure including two parallel laids are set to the guide rail beam
On briquetting, gate reaction frame, electric block, bolt, cross-arm and oil pressure unit, the gate reaction frame include two symmetrically
It being installed in pillar on two guide rail beams and connects the first connecting rod of the pillar, the pillar is equipped with pin hole, and two
The bolt is symmetrically plugged in the pin hole of two pillars, and described electric block one end is fixed to hang on described the
Among one connecting rod, the electric block other end is connected in the middle part of the cross-arm, and the oil pressure unit includes hydraulic jack, oil
Press pump and the high-pressure oil pipe for connecting the hydraulic jack and oil pressure pump, the upper end of the hydraulic jack resists the cross-arm
Bottom presses against the cross-arm under the two root cuttings pin, and the lower end of the hydraulic jack resists the upper end of prefabricated pile.
2. a kind of construction of Static Pressure Pile device according to claim 1, it is characterised in that: the guide rail beam is H profile steel, described
Guide rail beam is being equipped with reinforcing rib with gate reaction frame junction.
3. a kind of construction of Static Pressure Pile device according to claim 1, it is characterised in that: be installed at least on the guide rail beam
Two gate reaction frames.
4. a kind of construction of Static Pressure Pile device according to claim 1, it is characterised in that: the briquetting is rectangular prefabricated pile,
The rectangular prefabricated pile is piled up anyhow overlappingly.
5. a kind of construction of Static Pressure Pile device according to claim 1, it is characterised in that: the pillar includes bottom plate, fixation
On the bottom plate two opposite thirty years of age channel steel, connection two channel steels in the middle part of connecting plate and connection two slots
The second connecting rod at the top of steel and bottom plate is fixedly connected on the bolt kit on the guide rail beam, the web edge of the channel steel
Pin hole is evenly provided in vertical direction.
6. a kind of construction of Static Pressure Pile device according to claim 5, it is characterised in that: the web of the channel steel is on pin hole
Portion is equipped with pin hole stiffening plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820805827.3U CN208981322U (en) | 2018-05-28 | 2018-05-28 | A kind of construction of Static Pressure Pile device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820805827.3U CN208981322U (en) | 2018-05-28 | 2018-05-28 | A kind of construction of Static Pressure Pile device |
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| Publication Number | Publication Date |
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| CN208981322U true CN208981322U (en) | 2019-06-14 |
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| CN201820805827.3U Active CN208981322U (en) | 2018-05-28 | 2018-05-28 | A kind of construction of Static Pressure Pile device |
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Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112502178A (en) * | 2020-09-14 | 2021-03-16 | 中国铁工投资建设集团有限公司 | Modular pipe jacking well construction equipment and use method |
| CN113186918A (en) * | 2021-05-15 | 2021-07-30 | 东莞市建安桩基础工程有限公司 | Piling equipment for constructional engineering |
| CN114382086A (en) * | 2022-01-14 | 2022-04-22 | 中铁城建集团第一工程有限公司 | Excavation supporting method for fine silt geological foundation pit |
-
2018
- 2018-05-28 CN CN201820805827.3U patent/CN208981322U/en active Active
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112502178A (en) * | 2020-09-14 | 2021-03-16 | 中国铁工投资建设集团有限公司 | Modular pipe jacking well construction equipment and use method |
| CN113186918A (en) * | 2021-05-15 | 2021-07-30 | 东莞市建安桩基础工程有限公司 | Piling equipment for constructional engineering |
| CN113186918B (en) * | 2021-05-15 | 2021-12-14 | 东莞市建安桩基础工程有限公司 | Piling equipment for constructional engineering |
| CN114382086A (en) * | 2022-01-14 | 2022-04-22 | 中铁城建集团第一工程有限公司 | Excavation supporting method for fine silt geological foundation pit |
| CN114382086B (en) * | 2022-01-14 | 2024-03-26 | 中铁城建集团第一工程有限公司 | Fine sand geological foundation pit excavation supporting method |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20220713 Address after: 215000 floor A2-5, No. 99, Renai Road, Suzhou Industrial Park, Suzhou, Jiangsu Province Patentee after: Longshangcheng construction (Jiangsu) Co.,Ltd. Address before: 315700 No. 165 Xinfeng Road, Dancheng, Xiangshan County, Ningbo City, Zhejiang Province Patentee before: LONGYUAN CONSTRUCTION GROUP Co.,Ltd. |