CN104818708A - Building pile structure - Google Patents
Building pile structure Download PDFInfo
- Publication number
- CN104818708A CN104818708A CN201510164819.6A CN201510164819A CN104818708A CN 104818708 A CN104818708 A CN 104818708A CN 201510164819 A CN201510164819 A CN 201510164819A CN 104818708 A CN104818708 A CN 104818708A
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- China
- Prior art keywords
- pile body
- pile
- connecting piece
- fixed connecting
- stake
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- Piles And Underground Anchors (AREA)
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Abstract
The invention discloses a building pile structure. The building pile structure comprises a pile body, wherein the top of the pile body is connected with a pile fixed connecting piece; the pile fixed connecting piece and the pile body are integrally connected; a pile fixed connecting hole is formed in the pile fixed connecting piece; connecting anchor pipes are arranged on the pile body near the top; two connecting anchor pipes are provided, adopt arc structures, and are vertically arranged; a reinforcing column is arranged between the two connecting anchor pipes; the top and the bottom of the reinforcing column are connected with the connecting anchor pipes through connecting bolts; a protective strip is arranged at the bottom of the pile body, and is connected with the pile body through a fastening nail; and a spiral filling pile is mounted on the lower surface of the protective strip. The building pile structure is high in structure strength; the friction force, the horizontal force resistance and the cutting force of the pile are enhanced to a certain extent; the stability and the bearing intensity of the pile are effectively improved; the building pile structure is convenient to be disassembled for recycling; the construction cost is reduced to a certain extent; and the construction efficiency is greatly improved.
Description
Technical field
The present invention relates to a kind of pilework, particularly one building pilework.
Background technology
After building builds up, due to reasons such as settings of ground, often have the situation of the flooring depression of building to occur, and due to the indoor floor height of buildings in general limited, main equipment cannot be adopted at indoor pile, therefore, the flooring depression of building is difficult to obtain consolidation process later, and danger is very high, and the time has been grown, easily cause entire building will be forced to stop using, economic loss is also very large.For this reason, current building operations there is a lot of small building pile body, normally assemble being transported to job site after pre-erection structure again, but in practice of construction process, the self structure performance of pile foundation is not enough, and the primary structure of pile foundation remains and takes site operation technology, but pouring concrete in-situ piling strtucture consumes time is long, cause long construction period, be unfavorable for the saving of construction cost.
Summary of the invention
The technical problem to be solved in the present invention is: overcome the problems referred to above, provides a kind of self structure intensity high, increases the frictional force of stake and horizontal force resistant and cutting force to a certain extent, effectively improve stake stability and bear the building pilework of dynamics.
To achieve these goals, the technical solution used in the present invention is such: building pilework of the present invention, comprise pile body, pile body top is connected with a fixed connecting piece, stake fixed connecting piece is connected with one between pile body, stake fixed connecting piece has stake and is fixedly connected with hole, pile body is provided with connection anchor tube near top place, connecting anchor tube is two, connect anchor tube and adopt arcuate structure, two connection anchor tubes are upper and lower spread configuration, reinforcing prop is provided with between two connection anchor tubes, reinforcing prop top and bottom all by connecting bolt be connected anchor tube and connect, guard strip is provided with bottom pile body, guard strip is adopted and is connected by clench nail with between pile body, guard strip soffit is provided with screw pouring piles, helix tube stanchion top removably connects through guard strip and pile body.
Further, as a kind of concrete form of structure, be also connected with flaps between stake fixed connecting piece of the present invention and pile body, flaps is connected with stake fixed connecting piece and pile body one respectively.
Further, as a kind of concrete form of structure, stake of the present invention is fixedly connected with hole and is at least two, and built-in steady pin.
Further, as a kind of concrete form of structure, pile body of the present invention adopts the one in cylindrical structure, triangular form structure and rectangular configuration.
Further, as a kind of concrete form of structure, pile body of the present invention is connected with being mated by helicitic texture between reinforcing prop.
Further, as a kind of concrete form of structure, in vibration damping pipe of the present invention, be filled with spongy layer.
Further, as a kind of concrete form of structure, the tapered structure of screw pouring piles pile top of the present invention, which is provided with lug tooth.
Compared with prior art, the invention has the advantages that: this building pilework self structure intensity is high, increase the frictional force of stake and horizontal force resistant and cutting force to a certain extent, effectively improve the stability of stake and dynamics of bearing, conveniently dismantle simultaneously, can repeat to use, reduce construction cost to a certain extent, efficiency of construction have also been obtained very large raising.
Accompanying drawing explanation
Below in conjunction with drawings and Examples, the present invention is further described.
Fig. 1 is structural representation of the present invention;
In figure: 1. pile body; 2. a fixed connecting piece; 3. be fixedly connected with hole; 4. connect anchor tube; 5. reinforcing prop; 6. vibration damping pipe; 7. guard strip; 8. screw pouring piles.
Detailed description of the invention
In conjunction with the accompanying drawings, the present invention is further detailed explanation.These accompanying drawings are the schematic diagram of simplification, only basic structure of the present invention are described in a schematic way, and therefore it only shows the formation relevant with the present invention.
The present invention as shown in Figure 1 builds the preferred embodiment of pilework, comprise pile body 1, pile body 1 top is connected with a fixed connecting piece 2, stake fixed connecting piece 2 is connected with one between pile body 1, stake fixed connecting piece 2 has stake and is fixedly connected with hole 3, pile body 1 is provided with near top place and connects anchor tube 4, connecting anchor tube 4 is two, connect anchor tube 4 and adopt arcuate structure, two connect anchor tube 4 in upper and lower spread configuration, reinforcing prop 5 is provided with between two connection anchor tubes 4, reinforcing prop 5 top and bottom all by connecting bolt be connected anchor tube 4 and connect, guard strip 7 is provided with bottom pile body 1, guard strip 7 is adopted and is connected by clench nail between pile body 1, guard strip 7 soffit is provided with screw pouring piles 8, helix tube stanchion 8 top removably connects through guard strip 7 and pile body 1, also flaps is connected with between described stake fixed connecting piece 2 and pile body 1, flaps is connected with stake fixed connecting piece 2 and pile body 1 one respectively, described stake is fixedly connected with hole 3 and is at least two, and built-in steady pin, described pile body 1 adopts cylindrical structure, one in triangular form structure and rectangular configuration, described pile body 1 is connected with being mated by helicitic texture between reinforcing prop 5, spongy layer is filled with in described vibration damping pipe 6, the tapered structure of described screw pouring piles 8 pile top, which is provided with lug tooth.
Building pilework self structure intensity of the present invention is high, increase the frictional force of stake and horizontal force resistant and cutting force to a certain extent, effectively improve the stability of stake and dynamics of bearing, conveniently dismantle simultaneously, can repeat to use, reduce construction cost to a certain extent, efficiency of construction have also been obtained very large raising.Also be connected with flaps between described stake fixed connecting piece 2 and pile body 1, flaps is connected with stake fixed connecting piece 2 and pile body 1 one respectively, can stop certain external force, improve the stationarity of stake itself; Described stake is fixedly connected with hole 3 and is at least two, and built-in steady pin, can at connecting hole built-in fixed device, fixed performance is very good; Described pile body 1 adopts the one in cylindrical structure, triangular form structure and rectangular configuration, meets design concept; Described pile body 1 is connected with being mated by helicitic texture between reinforcing prop 5, conveniently dismantles; Be filled with spongy layer in described vibration damping pipe 6, further increase damping effect; The tapered structure of described screw pouring piles 8 pile top, which is provided with lug tooth, can good being connected with ground.
With above-mentioned according to desirable embodiment of the present invention for enlightenment, by above-mentioned description, relevant staff in the scope not departing from this invention technological thought, can carry out various change and amendment completely.The technical scope of this invention is not limited to the content on manual, must determine its technical scope according to right.
Claims (1)
1. a building pilework, comprise pile body, it is characterized in that: pile body top is connected with a fixed connecting piece, stake fixed connecting piece is connected with one between pile body, stake fixed connecting piece has stake and is fixedly connected with hole, pile body is provided with connection anchor tube near top place, connecting anchor tube is two, connect anchor tube and adopt arcuate structure, two connection anchor tubes are upper and lower spread configuration, reinforcing prop is provided with between two connection anchor tubes, reinforcing prop top and bottom all by connecting bolt be connected anchor tube and connect, guard strip is provided with bottom pile body, guard strip is adopted and is connected by clench nail with between pile body, guard strip soffit is provided with screw pouring piles, helix tube stanchion top removably connects through guard strip and pile body, also flaps is connected with between described stake fixed connecting piece and pile body, flaps is connected with stake fixed connecting piece and pile body one respectively, described stake is fixedly connected with hole and is at least two, and built-in steady pin, described pile body adopts cylindrical structure, one in triangular form structure and rectangular configuration, described pile body is connected with being mated by helicitic texture between reinforcing prop, spongy layer is filled with in described vibration damping pipe, the tapered structure of described screw pouring piles pile top, which is provided with lug tooth.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510164819.6A CN104818708A (en) | 2015-04-09 | 2015-04-09 | Building pile structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510164819.6A CN104818708A (en) | 2015-04-09 | 2015-04-09 | Building pile structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN104818708A true CN104818708A (en) | 2015-08-05 |
Family
ID=53729173
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510164819.6A Pending CN104818708A (en) | 2015-04-09 | 2015-04-09 | Building pile structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104818708A (en) |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE4137541A1 (en) * | 1991-11-14 | 1993-05-27 | Schorr Claus Peter | Method of on site production of concrete piles - by implement which forms hole in the ground and directs concrete into hole |
| CN102966100A (en) * | 2012-10-25 | 2013-03-13 | 国鼎(南通)管桩有限公司 | Tensioned spun concrete (TSC) and prestressed high-strength concrete (PHC) combined pile |
| CN103669335A (en) * | 2013-12-16 | 2014-03-26 | 钟智谦 | Pile connecting structure and pile |
| CN103758118A (en) * | 2014-01-14 | 2014-04-30 | 钟智谦 | Pile connecting structure and pile |
| CN204185847U (en) * | 2014-09-29 | 2015-03-04 | 孟玲 | The stake of a kind of novel building piecewise combination |
| CN204199277U (en) * | 2014-11-12 | 2015-03-11 | 魏瑞琼 | The spiral building stake of filling concrete |
-
2015
- 2015-04-09 CN CN201510164819.6A patent/CN104818708A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| DE4137541A1 (en) * | 1991-11-14 | 1993-05-27 | Schorr Claus Peter | Method of on site production of concrete piles - by implement which forms hole in the ground and directs concrete into hole |
| CN102966100A (en) * | 2012-10-25 | 2013-03-13 | 国鼎(南通)管桩有限公司 | Tensioned spun concrete (TSC) and prestressed high-strength concrete (PHC) combined pile |
| CN103669335A (en) * | 2013-12-16 | 2014-03-26 | 钟智谦 | Pile connecting structure and pile |
| CN103758118A (en) * | 2014-01-14 | 2014-04-30 | 钟智谦 | Pile connecting structure and pile |
| CN204185847U (en) * | 2014-09-29 | 2015-03-04 | 孟玲 | The stake of a kind of novel building piecewise combination |
| CN204199277U (en) * | 2014-11-12 | 2015-03-11 | 魏瑞琼 | The spiral building stake of filling concrete |
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|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| EXSB | Decision made by sipo to initiate substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20150805 |