CN105421481A - Rooting concrete pile and preparing method thereof - Google Patents
Rooting concrete pile and preparing method thereof Download PDFInfo
- Publication number
- CN105421481A CN105421481A CN201510892496.2A CN201510892496A CN105421481A CN 105421481 A CN105421481 A CN 105421481A CN 201510892496 A CN201510892496 A CN 201510892496A CN 105421481 A CN105421481 A CN 105421481A
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- CN
- China
- Prior art keywords
- concrete pile
- pile body
- galvanized steel
- diameter
- millimeters
- 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.)
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Classifications
-
- 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
-
- 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
-
- 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
- E02D5/54—Piles with prefabricated supports or anchoring parts; Anchoring piles
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2250/00—Production methods
- E02D2250/0007—Production methods using a mold
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- 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 discloses a rooting concrete pile and a preparing method thereof, and relates to the technical field of building construction. The rooting concrete pile comprises a concrete pile body made of reinforced concrete. The vertical cross section of the concrete pile body is in an inverted isosceles trapezoid shape. 45-degree chamfers are arranged at the four edges of the upper portion of the concrete pile body. Each chamfer is provided with a through hole penetrating the concrete pile body. The included angle of 40 degrees is formed between the axis upward direction and the vertical upward direction of the through holes, and galvanized steel pipe columns are inserted in the through holes. The rooting concrete pile is simple in structure and convenient to manufacture. The rooting concrete pile body is embedded in soil, the four galvanized steel pipe columns are inserted in soil in a crossed manner for fixing, and stability is better.
Description
Technical field
The present invention relates to technical field of building construction, be specifically related to one and take root concrete pile and preparation method thereof.
Background technology
Take root concrete pile as a kind of installation be widely used in lamp stand Fast Installation, flagpole Fast Installation, booth Fast Installation, simple and easy canopy Fast Installation, lightly constructed and simply equipped building Fast Installation, lock hurdle Fast Installation, fence Fast Installation or other can utilize region.Existing
take rootit is all site preparation that concrete pile often exists; Construction period is long, and structure is comparatively single, and fixed effect is poor, and mobility is not enough, installs the problems such as inconvenience, therefore, needs to develop a kind of novel concrete pile and solve the problems referred to above.
Summary of the invention
One is the object of the present invention is to provide to take root concrete pile and preparation method thereof, to solve the above-mentioned multinomial defect caused in prior art.
One takes root concrete pile, comprise the concrete pile body be made up of reinforcing bar concreting, the vertical shape of cross section of concrete pile body is inverted isosceles trapezoid, four seamed edge places of concrete pile body upper part are provided with 45 degree of chamferings, each chamfering is respectively equipped with the through hole of a through concrete pile body, the axis of through hole is upwards 40 degree of angles with direction straight up, is plugged with coating steel pipe post in described through hole.
Preferably, the end face of described concrete pile body is embedded with one piece of metal sheet, and described metal sheet is provided with four fixing silk holes (being convenient to install fixation means leveling).
Preferably, described metal sheet is specially corrosion resistant plate.
Preferably, the lower end of described galvanized steel tubing string be specially 4 sharp formulas, 45 degree of slope formulas, 45 degree of taper types any one.
Preferably, the top of described galvanized steel tubing string is arranged with zinc-plated pile cover.
Preferably, described galvanized steel tubing string is hollow circular-tube, and its aperture is 50mm, pipe thickness 4mm, and length is 1.4m.
Preferably, the steel mesh reinforcement of diameter 6mm is provided with in described concrete pile body.
Take root a preparation method for concrete pile, comprise the steps, buckle well with the template four sides made in advance and be assembled into mould; The reinforcing bar of diameter 6 millimeters is bundled into net structure and puts into mould, and the four sides of guarantee reinforcing bar distance mould and above and below there is the distance of 40 millimeters; Oblique cutting enters the plastic pipe four of diameter 55 mm dia; Add mixer add water in mixing after-pouring mould with a certain proportion of sand, the stone of diameter 10 millimeters, cement, vibrate with bobbing machine; Leave standstill mold removal after 72 hours and with water curing 26 days.
Described a certain proportion of sand, the stone of diameter 10 millimeters, cement proportion are 3:2:1.
The invention has the advantages that: concrete pile structure of taking root of the present invention is simple, easy to make, bury underground in soil by concrete pile body will be taken root, recycle four galvanized steel tubing strings intersect be inserted in soil complete fixing, stability is better, the end face of described concrete pile body is embedded with one piece of metal sheet, described metal sheet is provided with four fixing silk holes, for installing the foundation level needing fixing facility, described metal sheet is specially corrosion resistant plate, intensity is high, corrosion resistance is good, the top of described galvanized steel tubing string is arranged with zinc-plated pile cover, rainwater is avoided to enter into galvanized steel tubing string, improve its corrosion resistance, extend its application life.The present invention be applicable to lamp stand Fast Installation, flagpole Fast Installation, booth Fast Installation, simple and easy canopy Fast Installation, lightly constructed and simply equipped building Fast Installation, lock hurdle Fast Installation, fence Fast Installation or other can utilize region.
Accompanying drawing explanation
Fig. 1 is a kind of structural representation when taking root non-grafting galvanized steel tubing string on concrete pile body of the present invention.
Fig. 2 is a kind of positive view of taking root on concrete pile body after grafting galvanized steel tubing string of the present invention.
Fig. 3 is coating steel pipe rod structure schematic diagram of the present invention;
(wherein: a galvanized steel tubing string lower end is 4 sharp formulas; B galvanized steel tubing string lower end is 45 degree of slope formulas; C galvanized steel tubing string lower end is 45 degree of taper types)
In figure: 1-concrete pile body, 2-chamfering, 3-through hole, 4-galvanized steel tubing string, 5-metal sheet, 6-silk hole, 7-zinc-plated pile cover.
Detailed description of the invention
The technological means realized for making the present invention, creation characteristic, reaching object and effect is easy to understand, below in conjunction with detailed description of the invention, setting forth the present invention further.
As Fig. 1, shown in Fig. 2 and Fig. 3, one takes root concrete pile, comprise the concrete pile body 1 be made up of reinforcing bar concreting, described reinforcing bar is the steel mesh reinforcement of diameter 6mm, the vertical shape of cross section of concrete pile body 1 is inverted isosceles trapezoid, four seamed edge places on concrete pile body 1 top are provided with 45 degree of chamferings 2, each chamfering 2 is respectively equipped with the through hole 3 of a through concrete pile body, the axis of through hole 3 is upwards 40 degree of angles with direction straight up, coating steel pipe post 4 is plugged with in described through hole 3, it is simple that this kind takes root concrete pile structure, easy to make, bury underground in soil by concrete pile body 1 will be taken root, recycle four galvanized steel tubing strings 4 intersect be inserted in soil complete fixing, stability is better, lamp stand Fast Installation can be widely used in, flagpole Fast Installation, booth Fast Installation, simple and easy canopy Fast Installation, lightly constructed and simply equipped building Fast Installation, lock hurdle Fast Installation, fence Fast Installation or other can utilize region.
It should be noted that the end face of described concrete pile body 1 is embedded with one piece of metal sheet 5, described metal sheet 5 is provided with four fixing silk holes 6, needs fixing equipment for installing.
In the present embodiment, described metal sheet 5 is specially corrosion resistant plate, and intensity is high, and corrosion resistance is good.
In addition, the lower end of described galvanized steel tubing string 4 be specially 4 sharp formulas, 45 degree of slope formulas, 45 degree of taper types any one, can select as required, and can be driven in soil rapidly, improve installation effectiveness, the top of described galvanized steel tubing string 4 is arranged with zinc-plated pile cover 7, avoids rainwater to enter into galvanized steel tubing string 4, improve its corrosion resistance, extend its application life.Described galvanized steel tubing string 4 is hollow circular-tube, and its aperture is 50mm, pipe thickness 4mm, and length is 1.4m.
Take root a preparation method for concrete pile, comprise the steps, buckle well with the template four sides made in advance and be assembled into mould; The reinforcing bar of diameter 6 millimeters is bundled into net structure and puts into mould, and the four sides of guarantee reinforcing bar distance mould and above and below there is the distance of 40 millimeters; Oblique cutting enters the plastic pipe four of diameter 55 mm dia; Add mixer add water in mixing after-pouring mould with a certain proportion of sand, the stone of diameter 10 millimeters, cement, vibrate with bobbing machine; Leave standstill mold removal after 72 hours and with water curing 26 days.
Described a certain proportion of sand, the stone of diameter 10 millimeters, cement proportion are 3:2:1.
Based on above-mentioned, the present invention takes root concrete pile structure simply, easy to make, when constructing, first reserving position, with instrument, ground being flattened, and choose the height (will ensure that a horizontal flat heavily fortified point in the center of taking root concrete pile building body is straight, all take root planar horizontal on concrete pile) of taking root stake; Bury underground in soil by concrete pile body 1 will be taken root, then with small-sized electric equipment or the sledgehammer of similar Churn drill, four galvanized steel tubing strings 4 are intersected be inserted in soil complete fixing, stability is better, can be widely used in lamp stand Fast Installation, flagpole Fast Installation, booth Fast Installation, simple and easy canopy Fast Installation, lightly constructed and simply equipped building Fast Installation, lock hurdle Fast Installation, fence Fast Installation or other can utilize region.
As known by the technical knowledge, the present invention can be realized by other the embodiment not departing from its Spirit Essence or essential feature.Therefore, above-mentioned disclosed embodiment, with regard to each side, all just illustrates, is not only.Within the scope of the present invention all or be all included in the invention being equal to the change in scope of the present invention.
Claims (9)
1. take root concrete pile for one kind, it is characterized in that, comprise the concrete pile body (1) be made up of reinforcing bar concreting, the vertical shape of cross section of concrete pile body (1) is inverted isosceles trapezoid, four seamed edge places on concrete pile body (1) top are provided with 45 degree of chamferings (2), each chamfering (2) is respectively equipped with the through hole (3) of a through concrete pile body (1), the axis of through hole (3) is upwards 40 degree of angles with direction straight up, is plugged with coating steel pipe post (4) in described through hole (3).
2. one according to claim 1 takes root concrete pile, it is characterized in that: the end face of described concrete pile body (1) is embedded with one piece of metal sheet (5), and described metal sheet (5) is provided with four fixing silk holes (6).
3. one according to claim 2 takes root concrete pile, it is characterized in that: described metal sheet (5) is specially corrosion resistant plate.
4. one according to claim 1 takes root concrete pile, it is characterized in that: the lower end of described galvanized steel tubing string (4) be specially 4 sharp formulas, 45 degree of slope formulas, 45 degree of taper types any one.
5. one according to claim 4 takes root concrete pile, it is characterized in that: the top of described galvanized steel tubing string (4) is arranged with zinc-plated pile cover (7).
6. one according to claim 1 takes root concrete pile, it is characterized in that: described galvanized steel tubing string (4) is hollow circular-tube, and its aperture is 50mm, pipe thickness 4mm, and length is 1.4m.
7. one according to claim 1 takes root concrete pile, it is characterized in that: described reinforcing bar is the steel mesh reinforcement of diameter 6mm.
8. according to the arbitrary described preparation method taking root concrete pile of claim 1-7, it is characterized in that: comprise the steps, buckle well with the template four sides made in advance and be assembled into mould; The reinforcing bar of diameter 6 millimeters is bundled into net structure and puts into mould, and the four sides of guarantee reinforcing bar distance mould and above and below there is the distance of 40 millimeters; Oblique cutting enters the plastic pipe four of diameter 55 mm dia; Add mixer add water in mixing after-pouring mould with a certain proportion of sand, the stone of diameter 10 millimeters, cement, vibrate with bobbing machine; Leave standstill mold removal after 72 hours and with water curing 26 days.
9. a kind of preparation method taking root concrete pile according to claim 8, is characterized in that, described a certain proportion of sand, the stone of diameter 10 millimeters, cement proportion are 3:2:1.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510892496.2A CN105421481A (en) | 2015-12-08 | 2015-12-08 | Rooting concrete pile and preparing method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510892496.2A CN105421481A (en) | 2015-12-08 | 2015-12-08 | Rooting concrete pile and preparing method thereof |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN105421481A true CN105421481A (en) | 2016-03-23 |
Family
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201510892496.2A Pending CN105421481A (en) | 2015-12-08 | 2015-12-08 | Rooting concrete pile and preparing method thereof |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN105421481A (en) |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5243795A (en) * | 1991-09-20 | 1993-09-14 | Bruce Roberts | Tie down stake |
| CN101333819A (en) * | 2007-06-26 | 2008-12-31 | 米洛莫可产业株式会社 | Simplified foundation and groundwork method using same |
| EP1750020B2 (en) * | 2005-08-03 | 2013-04-03 | Alpintechnik AG | Spider-shaped anchor |
| CN203393734U (en) * | 2013-05-21 | 2014-01-15 | 上海庞源机械租赁股份有限公司 | Embedded welding basic structure for tower crane |
| CN203569588U (en) * | 2013-10-22 | 2014-04-30 | 国动网络通信集团有限公司 | Communication base station with tree-shaped pile |
| CN103797201A (en) * | 2011-06-28 | 2014-05-14 | 尼尔·德斯波特里斯 | Improved footing plates |
| CN104972550A (en) * | 2015-06-10 | 2015-10-14 | 王继忠 | Multilateral mould of site precast concrete pile and manufacturing method of precast concrete pile |
-
2015
- 2015-12-08 CN CN201510892496.2A patent/CN105421481A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US5243795A (en) * | 1991-09-20 | 1993-09-14 | Bruce Roberts | Tie down stake |
| EP1750020B2 (en) * | 2005-08-03 | 2013-04-03 | Alpintechnik AG | Spider-shaped anchor |
| CN101333819A (en) * | 2007-06-26 | 2008-12-31 | 米洛莫可产业株式会社 | Simplified foundation and groundwork method using same |
| CN103797201A (en) * | 2011-06-28 | 2014-05-14 | 尼尔·德斯波特里斯 | Improved footing plates |
| CN203393734U (en) * | 2013-05-21 | 2014-01-15 | 上海庞源机械租赁股份有限公司 | Embedded welding basic structure for tower crane |
| CN203569588U (en) * | 2013-10-22 | 2014-04-30 | 国动网络通信集团有限公司 | Communication base station with tree-shaped pile |
| CN104972550A (en) * | 2015-06-10 | 2015-10-14 | 王继忠 | Multilateral mould of site precast concrete pile and manufacturing method of precast concrete pile |
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| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20160323 |
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| WD01 | Invention patent application deemed withdrawn after publication |