CN202090348U - Reverse-processing anchor pile driving frame - Google Patents
Reverse-processing anchor pile driving frame Download PDFInfo
- Publication number
- CN202090348U CN202090348U CN2011201164532U CN201120116453U CN202090348U CN 202090348 U CN202090348 U CN 202090348U CN 2011201164532 U CN2011201164532 U CN 2011201164532U CN 201120116453 U CN201120116453 U CN 201120116453U CN 202090348 U CN202090348 U CN 202090348U
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- cross beam
- pressed
- new
- crossbeam
- new pile
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Abstract
The utility model discloses a reverse-processing anchor pile driving frame which comprises two vertical uprights, wherein a cross beam is arranged on the two vertical uprights through resisting pins, the cross beam is positioned above a new pile which is required to be driven in, an oil jack is arranged between the cross beam and the new pile, through holes are uniformly distributed on the vertical uprights, the cross beam is mounted in a manner that the resisting pins penetrate through the through holes, and the distance between the cross beam and the upper end face of the new pile required to be driven in is adjusted through the up-and-down movement of the resisting pins; and when the oil jack between the cross beam and the new pile required to be driven in is started up, the reacting force for driving the new pile in is transmitted to two vertical columns through the vertical uprights, so that the new pile can be driven in, the structure of the original building is not affected and changed, and the underground rock and soil layer structure can not be destroyed. Therefore, the device can be extensively suitable for the static pile driving indoors or in limited spaces and fields.
Description
Technical field
The utility model relates to building piling power rack device, particularly a kind of contrary sequence method anchor pole piling frame.
Background technology
At present, piling has a lot of modes and facility, for example, adopt jump bit piling, vibrating hammer piling, the piling of vehicular Hydraulic pile-driving machine is also arranged, can produce very big shock and vibration when not only driving piles, cause that thereby the house vibration destroys the structure in house, and the power frame that they use is very tall and big, also very heavy, need open construction plant and install, generally only be applicable to outdoor work.Yet, they but can't be applicable to the reinforcing of the existing pile foundation of having built up the house, because of the situation that needs after cushion cap generation sinking or the pile foundation fracture to drive piles again, because this piling again not only requires the construction plant little, construction space is confined to indoor, and, also should not produce bigger shock and vibration.
The utility model content
The purpose of this utility model is to provide a kind of piling power rack device that is applicable to the indoor static pressure stake, particularly a kind of contrary sequence method anchor pole piling frame, so that piling can be carried out in indoor and limited space and place again, and can the bigger vibration of generation.
The purpose of this utility model be achieved in that the utility model between two adjacent upright posts of framework house and the new stake both sides that need be pressed into respectively place a vertical rod, by the resistance pin crossbeam is installed between two vertical rods, crossbeam is positioned on the new stake that need be pressed into, place very heavy of oil pressure between crossbeam and the new stake, equally distributed through hole is arranged in the vertical rod, pass through hole by the resistance pin crossbeam is installed, by last, following moving resistance pin adjust crossbeam and the upper surface of the new stake that need be pressed between distance, hydraulic jack between the new stake that starts crossbeam and need be pressed into, at this moment, the reaction force that is pressed into new stake just can be delivered on the two adjacent root posts by crossbeam by vertical rod, and new stake can be pressed into; Being pressed into certain position in new stake is after hydraulic jack reaches range, to dismantle hydraulic jack, and the resistance pin is moved down a segment distance, installs crossbeam and hydraulic jack again, restarts hydraulic jack in this position and is pressed into new stake, is pressed into up to new stake; Every new stake is that segmentation is pressed into, every segment length of new stake is less than vertical rod length, when being pressed into one section new stake when not enough, connect the new stake of another section again, again be pressed into filling concrete mortar between new pile cutoff and the section, again be pressed into the welding on every side between new pile cutoff and the section, be pressed into thereby finish new stake by the utility model.
Because utilizing the utility model is to carry out on indoor column next door, dexterously by the column of former building and the new stake that is pressed into, formed active force and reaction force, and vibration and impact force are less during piling, can not influence and change former building structure, also can not destroy underground rock-soil layer structure, therefore, this device can be widely used in indoor and limited space and place silent piling.
Description of drawings
Fig. 1, be according to the structural representation that the utility model proposes.
The specific embodiment
Below in conjunction with drawings and Examples structure of the present utility model is further described:
Mark among the figure: 1, resistance pin; 2, crossbeam; 3, hydraulic jack; 4, through hole; 5, vertical rod; 6, new stake.
In the drawings, the utility model utilizes adjacent two root posts of framework house, both sides in the new stake 6 that need be pressed into again, each places a upright vertical rod 5, by resistance pin 1 crossbeam 2 is installed between two vertical rods 5, crossbeam 2 is positioned on the new stake 6 that need be pressed into, place oil pressure very heavy 3 between crossbeam 2 and the new stake 6, equally distributed through hole 4 is arranged in the vertical rod 5, pass through hole 4 by resistance pin 1 crossbeam 2 is installed, by last, following moving resistance pin 1 adjust crossbeam 2 and the upper surface of the new stake 6 that need be pressed between distance, hydraulic jack 3 between the new stake 6 that starts crossbeam 2 and need be pressed into, at this moment, the reaction force that is pressed into new stake 6 just can be delivered on the two adjacent root posts by crossbeam 2 by vertical rod 5, and new stake 6 can be pressed into; Being pressed into certain position in new stake 6 is after hydraulic jack 3 reaches range, dismantle hydraulic jack 3, resistance pin 1 is moved down a segment distance, install crossbeam 2 and hydraulic jack 3 again, restart hydraulic jack 3 in this position and be pressed into new stake 6, be pressed into up to new stake 6; Every new stake 6 is that segmentation is pressed into, every segment length of new stake 6 is less than vertical rod 5 length, when being pressed into one section new stake 6 when not enough, connect the new stake 6 of another section again, again be pressed into filling concrete mortar between 6 sections of new stakes and the section, again be pressed into the welding on every side between 6 sections of new stakes and the section, be pressed into thereby finish new stake 6 by the utility model.
Above-described only is preferential embodiment of the present utility model.Should be pointed out that to those skilled in the art under the prerequisite that does not break away from the utility model principle, can also make some modification and improvement, this also is considered as belonging to protection domain of the present utility model.
Claims (1)
1. contrary sequence method anchor pole piling frame, it comprises two vertical rods (5), it is characterized in that: described two vertical rods (5) are installed a crossbeam (2) by resistance pin (1), crossbeam (2) is positioned on the new stake (6) that need be pressed into, place very heavy of oil pressure (3) between crossbeam (2) and the new stake (6), equally distributed through hole (4) is arranged in the vertical rod (5), pass through hole (4) by resistance pin (1) crossbeam (2) be installed, by upper and lower moving resistance pin (1) adjust crossbeam (2) and the upper surface of the new stake (6) that need be pressed between distance.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011201164532U CN202090348U (en) | 2011-04-19 | 2011-04-19 | Reverse-processing anchor pile driving frame |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011201164532U CN202090348U (en) | 2011-04-19 | 2011-04-19 | Reverse-processing anchor pile driving frame |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202090348U true CN202090348U (en) | 2011-12-28 |
Family
ID=45365425
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011201164532U Expired - Fee Related CN202090348U (en) | 2011-04-19 | 2011-04-19 | Reverse-processing anchor pile driving frame |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202090348U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106563936A (en) * | 2015-10-13 | 2017-04-19 | 江苏沪宁钢机股份有限公司 | High-altitude pin penetrating device |
-
2011
- 2011-04-19 CN CN2011201164532U patent/CN202090348U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106563936A (en) * | 2015-10-13 | 2017-04-19 | 江苏沪宁钢机股份有限公司 | High-altitude pin penetrating 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: 20111228 Termination date: 20140419 |