CN104631484B - Quick self-adapted road pile foundation - Google Patents
Quick self-adapted road pile foundation Download PDFInfo
- Publication number
- CN104631484B CN104631484B CN201310577112.9A CN201310577112A CN104631484B CN 104631484 B CN104631484 B CN 104631484B CN 201310577112 A CN201310577112 A CN 201310577112A CN 104631484 B CN104631484 B CN 104631484B
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- China
- Prior art keywords
- pile foundation
- footing
- ratchet
- pawl
- stake
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Expired - Fee Related
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Abstract
The invention discloses a kind of after calamity on impaired road the self adaptation pile foundation of fast construction, by one directional braking mechanism, ball pivot, stopper slot, stake pawl, support etc. is constituted.Footing is constituted, for adapting to the road surface that height rises and falls by one directional braking mechanism, ball pivot, stake pawl.One directional braking mechanism is made up of ratchet, spring, tooth bar etc., ratchet both sides limited location groove, it is ensured that ratchet and tooth bar preferably coordinate.Support can keep level under the regulation of footing.Stake pawl is connected on footing by ball pivot, can strengthen the contact area of native system and road.
Description
Technical field
The present invention relates to a kind of self adaptation pile foundation for fast construction on rough road, especially for calamity
The road conditions of rear complexity, for building emergent platform after belonging to calamity, build the instrument of the platforms such as similar stage in complicated region.
Background technology
After calamity, road damage, traffic freely directly do not govern carrying out of rescue work, quickly set up safe and reliable
Emergent road is problem demanding prompt solution, and the method for constructing roadway that tradition deep-cuts ground is the longest, and the present invention is by gecko's toes
The enlightenment of micro structure, every foot bottom of Gekko Swinhonis has millions of superfine bristles, and every bristle end has about
400 to 1000 thinner branches.Fine, soft fur splits at two ends, the two ends split add the same metope of Gekko Swinhonis sole,
The contact surface of the body surfaces such as glass so that they more can firmly stick on top.Based on this, the present invention, use many
Leg structure designs, and footing devises the stake pawl of grid shape, and footing quantity is the most, stake pawl and the contact area on ground
The biggest, grab the most firm." ankle joint " design on footing, can guarantee that a pawl adapts to different directions, different slope
The contact surface of degree.Footing itself is designed to an one-way stop device, and it glides under gravity, until with
Object contacts, and the spread length of each footing is relevant with residing surface conditions, thus pile foundation firmly installs.
Cleaning after calamity is also mainly by big machinery at present, and the cleaning efficiency of this mode is low, it is impossible to meet emergent need
, the application present invention can build rapidly platform, laying road in the case of original road conditions are not done big cleaning
Or for helicopter landing, so for obtaining disaster area situation in the very first time, transport goods and materials significant.
Summary of the invention
The purpose of the present invention, is to provide a kind of quick self-adapted stake for setting for this platform on rough road
Base, uses this pile foundation can build rapidly a timeliness platform on complex road condition, has simple firm feature.
The object of the present invention is achieved like this: a kind of self adaptation pile foundation, including a pawl, and ball pivot, one directional braking mechanism,
Stopper slot, support five part.
Described stake pawl is formed by orthogonal six roots of sensation reinforcement welding, can produce bigger friction with ground when contacting
Power and grippage.
Described one directional braking mechanism includes spring, tooth bar, ratchet, spring moment tension ratchet, it is ensured that ratchet moment
Contact with tooth bar, do not allow its adverse movement.
Described support is the square frame that an angle bar is constituted, and upper surface is a plane, lower section limited location groove, limits
The double swerve of ratchet.
The self adaptation pile foundation of the present invention have employed above technical scheme, has the following advantages and feature:
1, according to the micro structure feature of Gekko Swinhonis foot, footing as much as possible under each group of pile foundation, is had to be used as to support.Stake
The stake pawl of foot end, the design of its rough structure can increase the frictional force with ground and adaptation ability, it is ensured that this
Invent stability and the safety of described pile foundation；
2, have employed one directional braking mechanism, make footing to move in a direction, opposite direction stop, make footing permissible
Self adaptation ground level under gravity, puts in place the most stuck.
Accompanying drawing explanation
Fig. 1 is the work appearance assumption diagram of the present invention quick self-adapted road pile foundation.
Fig. 2 is the appearance assumption diagram at ordinary times of the present invention quick self-adapted road pile foundation.
Fig. 3 is the footing mounting structure figure of quick self-adapted road pile foundation.
Fig. 4 is the footing structure chart of quick self-adapted road pile foundation.
Fig. 5 is quick self-adapted road pile foundation construction profile.
Fig. 6 is the stake pawl structure chart of quick self-adapted road pile foundation.
Detailed description of the invention
Below in conjunction with accompanying drawing, the present invention is described in further detail.
The present invention is to provide a kind of self adaptation pile foundation for setting for this platform on rough road, by one-way stop
Mechanism, ball pivot, stopper slot, stake pawl, support etc. is constituted.
Referring to Fig. 1, Fig. 2 and Fig. 6, footing includes a pawl 102, ball pivot 101, tooth bar 103.Stake pawl 102 He
It is fixed together outside ball pivot 101, a pawl so can be made arbitrarily to rotate with ball pivot, inside ball pivot 101 and tooth bar
103 are fixedly connected with, and have been achieved in that " ankle joint " designs, and the feature rotated by ball pivot 360 degree adapts to the road risen and fallen
Condition.
Referring to Fig. 3, one directional braking mechanism includes spring 201, ratchet 202.Ratchet 202 strained all the time by spring 201
Making ratchet can contact with tooth bar all the time, footing drops in the groove that the later ratchet in position can snap in rapidly tooth bar by gravity,
Limit footing adverse movement.
Referring to Fig. 4, one of important feature of the present invention is exactly the design of many footings, relies on and be enough to cover whole pile foundation
The stake pawl of bottom surface and ankle joint design flexibly, add effective contact area of self adaptation pile foundation and ground, thus
Ensure that the reliability of the present invention.
Self adaptation pile foundation of the present invention, in use, is first placed on complex road surface by whole, then beats
Open footing, make tooth bar free-falling under gravity, thus adapt to road height, adapt to complete after can utilize
Shelf is adjusted to level by level indicator and artificial collaborative mode.According to this mode of building by several rows of for pile foundation continuous
Becoming after building is a platform.
The self adaptation pile foundation of the present invention, is adapted to the road conditions of complexity, can be before greatly reducing big machinery operation
Put and build rapidly a platform, for building emergent road or helicopter landing platform after calamity, even build in society
Mobile stage have good practical value.
Claims (3)
1. one kind after the calamity on impaired road the self adaptation pile foundation of fast construction, it is characterised in that: by one directional braking mechanism,
Ball pivot, stopper slot, stake pawl, props up and is configured to；
Described stake pawl is formed by orthogonal six roots of sensation reinforcement welding, can produce bigger frictional force and grab when contacting with ground
Hold ability；
Described one directional braking mechanism includes spring, tooth bar, ratchet, spring moment tension ratchet, it is ensured that ratchet moment and tooth bar
Contact, does not allow its adverse movement；
Described support is the square frame that an angle bar is constituted, and upper surface is a plane, lower section limited location groove, limits ratchet
Double swerve.
Self adaptation pile foundation the most according to claim 1, it is characterised in that: according to the micro structure feature of Gekko Swinhonis foot, Mei Gezhi
Having footing as much as possible to contact ground under frame, improve the reliability setting up pile foundation on impaired road, stake pawl is rough
Structure can form bigger frictional force and the ability of adaptation with ground, it is ensured that the stability of pile foundation of the present invention and safety.
Self adaptation pile foundation the most according to claim 1, it is characterised in that: have employed one directional braking mechanism, make the footing can only
The motion of one direction, opposite direction stop, make footing can self adaptation ground level under gravity, put in place the most stuck.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310577112.9A CN104631484B (en) | 2013-11-14 | 2013-11-14 | Quick self-adapted road pile foundation |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201310577112.9A CN104631484B (en) | 2013-11-14 | 2013-11-14 | Quick self-adapted road pile foundation |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104631484A CN104631484A (en) | 2015-05-20 |
| CN104631484B true CN104631484B (en) | 2016-08-17 |
Family
ID=53210682
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201310577112.9A Expired - Fee Related CN104631484B (en) | 2013-11-14 | 2013-11-14 | Quick self-adapted road pile foundation |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104631484B (en) |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4275538A (en) * | 1980-01-22 | 1981-06-30 | Bounds Edward G | Building foundation method and system, with energy conservation and solar energy utilization features |
| JPH07102579A (en) * | 1993-10-07 | 1995-04-18 | Misawa Homes Co Ltd | Precast-concrete footing structure |
| JPH09125429A (en) * | 1995-10-31 | 1997-05-13 | Nagashima Imono Kk | Height-adjusting method of manhole cover receive frame |
| JPH10121503A (en) * | 1996-10-21 | 1998-05-12 | Fujio Itagaki | Foundation construction of building on soft ground |
| CN101573495A (en) * | 2005-10-27 | 2009-11-04 | 克里斯蒂安·费里埃 | New type of building, method and means for erecting it |
| JP2010180022A (en) * | 2009-02-05 | 2010-08-19 | Nippon Steel Corp | Method of setting sole plate, and load monitor |
| CN102619235A (en) * | 2012-04-17 | 2012-08-01 | 中国建筑第五工程局有限公司 | Concrete foundation embedded bolt bracket and embedding method for concrete foundation embedded bolts |
| CN202850046U (en) * | 2012-09-18 | 2013-04-03 | 上海华镛精密机械有限公司 | Basic plane precise adjustment devices used for installing large scale equipment |
| CN203007966U (en) * | 2012-12-26 | 2013-06-19 | 吴冬平 | Ground foundation column and ground foundation frame of wooden house |
-
2013
- 2013-11-14 CN CN201310577112.9A patent/CN104631484B/en not_active Expired - Fee Related
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4275538A (en) * | 1980-01-22 | 1981-06-30 | Bounds Edward G | Building foundation method and system, with energy conservation and solar energy utilization features |
| JPH07102579A (en) * | 1993-10-07 | 1995-04-18 | Misawa Homes Co Ltd | Precast-concrete footing structure |
| JPH09125429A (en) * | 1995-10-31 | 1997-05-13 | Nagashima Imono Kk | Height-adjusting method of manhole cover receive frame |
| JPH10121503A (en) * | 1996-10-21 | 1998-05-12 | Fujio Itagaki | Foundation construction of building on soft ground |
| CN101573495A (en) * | 2005-10-27 | 2009-11-04 | 克里斯蒂安·费里埃 | New type of building, method and means for erecting it |
| JP2010180022A (en) * | 2009-02-05 | 2010-08-19 | Nippon Steel Corp | Method of setting sole plate, and load monitor |
| CN102619235A (en) * | 2012-04-17 | 2012-08-01 | 中国建筑第五工程局有限公司 | Concrete foundation embedded bolt bracket and embedding method for concrete foundation embedded bolts |
| CN202850046U (en) * | 2012-09-18 | 2013-04-03 | 上海华镛精密机械有限公司 | Basic plane precise adjustment devices used for installing large scale equipment |
| CN203007966U (en) * | 2012-12-26 | 2013-06-19 | 吴冬平 | Ground foundation column and ground foundation frame of wooden house |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104631484A (en) | 2015-05-20 |
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| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| 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: 20160817 Termination date: 20181114 |
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| CF01 | Termination of patent right due to non-payment of annual fee |