CN104404949A - Root-shaped filling pile - Google Patents
Root-shaped filling pile Download PDFInfo
- Publication number
- CN104404949A CN104404949A CN201410559961.6A CN201410559961A CN104404949A CN 104404949 A CN104404949 A CN 104404949A CN 201410559961 A CN201410559961 A CN 201410559961A CN 104404949 A CN104404949 A CN 104404949A
- Authority
- CN
- China
- Prior art keywords
- root
- filling pile
- castinplace pile
- reduced
- pile
- 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.)
- Pending
Links
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/22—Piles
- E02D5/34—Concrete or concrete-like piles cast in position ; Apparatus for making same
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/10—Deep foundations
- E02D27/12—Pile foundations
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/42—Foundations for poles, masts or chimneys
Landscapes
- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Piles And Underground Anchors (AREA)
Abstract
The invention relates to a root-shaped filling pile which comprises a main root filling pile and root hair filling piles separately arranged at the periphery of the main root filling pile, wherein one end of the each root hair filling pile is fixedly connected with the main root filling pile. The root-shaped filling pile is based on natural growth of trees and natural combination of roots and soils, can firmly erect on the ground, can steadily bear self weight and resist attack of heavy wind, ice, snow and external forces, and is nearly completely arranged underground, so that the land occupation amount is greatly reduced, the soil excavation and backfilling amount is reduced, ecological damages are reduced and resource consumption is reduced.
Description
Technical field
The present invention relates to a kind of tree root castinplace pile, belong to building engineering field.
Background technology
In recent years, along with the fast development of national economy, the building size of transmission line of electricity, density and construction speed are also continuing to increase quickening, the thing followed be exactly day by day serious transmission line foundation take up an area and soil day by day reduce between contradiction.Particularly 18 large after, along with the quickening of urbanization progress and the flourish of regional industrial accumulation regions, build the contradiction between Land_use change, save the area and preserve the ecological environment and be very urgent.
Electric pole in the past and large-scale electric power pylon just fix on the ground simply, not only occupy very large land used space, and are not very firm, when having strong wind or external force attacks, being easy to collapse, may causing the injury of personnel and economic loss.
Summary of the invention
The object of this invention is to provide a kind of tree root castinplace pile, in order to solve electric pole in the past and large-scale electric power pylon not only occupies very large land used space, and is not very firmly problem.
For achieving the above object, the solution of the present invention comprises: a kind of tree root castinplace pile, is characterized in that, described tree root castinplace pile comprises: main root castinplace pile, and one end is fixedly connected with main root castinplace pile, point coring castinplace pile be located at around main root castinplace pile.
The present invention is the natural combination of the self-sow based on trees, root system and soil, firmly can stand on the earth by heavily fortified point, firmly can bear deadweight, the attack of opposing strong wind, ice and snow, external force.And this tree root castinplace pile is almost all arranged on underground, the end, significantly reduces the occupancy volume in soil, reduces soil excavation and backfill amount, reduce the destruction to ecology, and the utilization that economizes on resources.
Accompanying drawing explanation
Fig. 1 is structural representation of the present invention;
Fig. 2 is the another kind of situation schematic diagram that the present invention applies.
Detailed description of the invention
Below in conjunction with accompanying drawing, the present invention will be further described in detail.
A kind of tree root castinplace pile, is divided into: main root castinplace pile, one end is fixedly connected with main root castinplace pile, divides the coring castinplace pile be located at around main root castinplace pile.
Based on above technical scheme, by reference to the accompanying drawings, provide with next detailed description of the invention.
As shown in Figure 1, the invention provides a kind of tree root castinplace pile, be divided into: main root castinplace pile 1, one end is fixedly connected with main root castinplace pile, divide the coring castinplace pile 2 be located at around main root castinplace pile.
When pouring into a mould this tree root castinplace pile, building can only supporting cast one, also can pour into a mould multiple, as shown in Figure 2.
The specific implementation method of this tree root castinplace pile is: the little space digging a column degree of depth is first drawn at scene, then oblique hole is bored by drawing with boring bar tool, oblique hole can be crept into row with extension bar and be got into the cave, then reinforcing bar is put into, if reinforcing bar is oversize thick again, sectional welding is put into, and is welded mutually together by reinforcing bar, then in concrete grout sprayed into getting into the cave with concrete shotcrete machine, to be solidified.Whole basis is as same the tree root set greatly, and dish is solid steady.
Be presented above concrete embodiment, but the present invention is not limited to described embodiment.Basic ideas of the present invention are above-mentioned basic scheme, and for those of ordinary skill in the art, according to instruction of the present invention, designing the model of various distortion, formula, parameter does not need to spend creative work.The change carried out embodiment without departing from the principles and spirit of the present invention, amendment, replacement and modification still fall within the scope of protection of the present invention.
Claims (1)
1. a tree root castinplace pile, is characterized in that, described tree root castinplace pile comprises: main root castinplace pile, and one end is fixedly connected with main root castinplace pile, point coring castinplace pile be located at around main root castinplace pile.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410559961.6A CN104404949A (en) | 2014-10-20 | 2014-10-20 | Root-shaped filling pile |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410559961.6A CN104404949A (en) | 2014-10-20 | 2014-10-20 | Root-shaped filling pile |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN104404949A true CN104404949A (en) | 2015-03-11 |
Family
ID=52642609
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201410559961.6A Pending CN104404949A (en) | 2014-10-20 | 2014-10-20 | Root-shaped filling pile |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN104404949A (en) |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105821833A (en) * | 2016-05-25 | 2016-08-03 | 东南大学 | Soft soil foundation solidifying and pile burying device |
| CN107386279A (en) * | 2017-06-09 | 2017-11-24 | 浙江大学城市学院 | A kind of new squeezed bored concrete pile and mace conical hole forming device and construction method |
| CN107653881A (en) * | 2017-09-30 | 2018-02-02 | 国家电网公司 | A kind of prestressed concrete pipe pile attachment means used for transmission line |
| CN107816053A (en) * | 2017-11-27 | 2018-03-20 | 佛山科学技术学院 | A kind of pile structure of civil engineering |
| CN110528556A (en) * | 2019-08-13 | 2019-12-03 | 北京工业大学 | A kind of novel foundation and construction method based on root system bionic |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0270820A (en) * | 1988-09-03 | 1990-03-09 | Fukui Ceramic Togyo:Kk | Pile device having knot on its periphery and application thereof |
| CN1699701A (en) * | 2005-05-23 | 2005-11-23 | 邓敬森 | Method for slope reinforcement |
| CN101139834A (en) * | 2007-08-02 | 2008-03-12 | 夏良站 | Concrete pile structure |
| CN102051876A (en) * | 2010-12-09 | 2011-05-11 | 河海大学 | Novel tree root structure pile and construction process thereof |
| CN203222795U (en) * | 2013-04-27 | 2013-10-02 | 宁波市市政设施建设开发有限公司 | Manual hole digging pile |
-
2014
- 2014-10-20 CN CN201410559961.6A patent/CN104404949A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0270820A (en) * | 1988-09-03 | 1990-03-09 | Fukui Ceramic Togyo:Kk | Pile device having knot on its periphery and application thereof |
| CN1699701A (en) * | 2005-05-23 | 2005-11-23 | 邓敬森 | Method for slope reinforcement |
| CN101139834A (en) * | 2007-08-02 | 2008-03-12 | 夏良站 | Concrete pile structure |
| CN102051876A (en) * | 2010-12-09 | 2011-05-11 | 河海大学 | Novel tree root structure pile and construction process thereof |
| CN203222795U (en) * | 2013-04-27 | 2013-10-02 | 宁波市市政设施建设开发有限公司 | Manual hole digging pile |
Non-Patent Citations (1)
| Title |
|---|
| 章勇: "小议树根桩的基本原理及其施工工艺", 《今日科苑-建筑工程》, 23 February 2008 (2008-02-23), pages 169 * |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105821833A (en) * | 2016-05-25 | 2016-08-03 | 东南大学 | Soft soil foundation solidifying and pile burying device |
| CN105821833B (en) * | 2016-05-25 | 2017-10-31 | 东南大学 | Soft soil foundation solidifies and device is buried in stake |
| CN107386279A (en) * | 2017-06-09 | 2017-11-24 | 浙江大学城市学院 | A kind of new squeezed bored concrete pile and mace conical hole forming device and construction method |
| CN107653881A (en) * | 2017-09-30 | 2018-02-02 | 国家电网公司 | A kind of prestressed concrete pipe pile attachment means used for transmission line |
| CN107816053A (en) * | 2017-11-27 | 2018-03-20 | 佛山科学技术学院 | A kind of pile structure of civil engineering |
| CN110528556A (en) * | 2019-08-13 | 2019-12-03 | 北京工业大学 | A kind of novel foundation and construction method based on root system bionic |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20150311 |
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| RJ01 | Rejection of invention patent application after publication |