CN110241813A - A kind of buried prefabricated tubular pile of transmission line of electricity brill - Google Patents
A kind of buried prefabricated tubular pile of transmission line of electricity brill Download PDFInfo
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- CN110241813A CN110241813A CN201910404814.4A CN201910404814A CN110241813A CN 110241813 A CN110241813 A CN 110241813A CN 201910404814 A CN201910404814 A CN 201910404814A CN 110241813 A CN110241813 A CN 110241813A
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- China
- Prior art keywords
- steel pipe
- top plate
- component
- welded
- casting head
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- 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
- E02D5/24—Prefabricated piles
- E02D5/30—Prefabricated piles made of concrete or reinforced concrete or made of steel and concrete
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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 present invention relates to a kind of transmission lines of electricity to bore buried prefabricated tubular pile, including internal diversion component, water conservancy diversion steel pipe, prefabricated miniature tubular pole, casting head, casting head top plate, injected hole, slip casting steel pipe, casting head bottom plate, reinforcing rib, aperture, top plate, hole, bolt hole, outside positions nested component, prong, angle steel, mortar, the internal diversion component positions nested component with outside and is connected by the mortar being perfused, the internal diversion component includes water conservancy diversion steel pipe, prefabricated miniature tubular pole, casting head, the reinforcing rib is welded on the inside of slip casting steel pipe, the aperture is provided on slip casting steel pipe, the top plate is welded on the top of water conservancy diversion steel pipe, and open up hole, the quadrangle of the top plate offers bolt hole, there are four the prong is total, it is equidistantly welded on by angle steel on the external outer wall for positioning nested component, it is influenced with environment small, Construction efficiency height, reliable in quality, advantage at low cost are suitble to promote the use of.
Description
Technical field
The present invention relates to a kind of transmission lines of electricity to bore buried prefabricated tubular pile.
Background technique
China has a vast territory, and transmission line construction engineering is huge, and traditional transmission line of electricity pile foundation is mainly cast in situs
Molding.When pile foundation cast in situs, the drilling of construction machinery scene, the binding of reinforcing bar scene, concrete Site, with consumption
The disadvantages of manpower is big, and noise pollution is big, and the construction period is long, at high cost, and in work progress it is possible that stake side mudcake are sunk
Phenomena such as slag is blocked up, collapse hole and too fast pile pulling, the problems such as causing stake shortea, to make pile quality hardly result in guarantee, together
When, a large amount of mud rubbish can be also generated in work progress, and site operation environment is poor, and processing difficulty is big, to environmental requirement height.
Summary of the invention
The purpose of the present invention is to provide a kind of transmission lines of electricity to bore buried prefabricated tubular pile, to solve the above technical problems.
To achieve the above object the invention adopts the following technical scheme: a kind of transmission line of electricity bores buried prefabricated tubular pile, including
Internal diversion component, water conservancy diversion steel pipe, prefabricated miniature tubular pole, casting head, casting head top plate, injected hole, slip casting steel pipe, casting head bottom
Plate, reinforcing rib, aperture, top plate, hole, bolt hole, external positioning nested component, prong, angle steel, mortar, the internal diversion
Component positions nested component with outside and is connected by the mortar being perfused, and the internal diversion component includes water conservancy diversion steel pipe, prefabricated miniature
Tubular pole, casting head, the water conservancy diversion steel-pipe welding are welded in the top of prefabricated miniature tubular pole, the casting head by casting head top plate
In the bottom of prefabricated miniature tubular pole, the casting head includes injected hole, slip casting steel pipe, slip casting bottom plate, reinforcing rib, aperture, described
The bottom of slip casting steel pipe is welded with slip casting bottom plate, and the injected hole is equidistantly provided on the side wall of slip casting steel pipe, institute there are four being total to
The inside that reinforcing rib is welded on slip casting steel pipe is stated, the aperture is provided on slip casting steel pipe, and the top plate is welded on water conservancy diversion steel pipe
Top, and open up hole, the quadrangle of the top plate offers bolt hole, the prong altogether there are four, it is equidistant by angle steel
It is welded on the external outer wall for positioning nested component.
On that basis of the above technical scheme, the bottom of the prong is taper.
On that basis of the above technical scheme, the top plate is rectangular.
On that basis of the above technical scheme, the water conservancy diversion steel pipe is φ 114x4 steel pipe.
On that basis of the above technical scheme, the prefabricated miniature tubular pole is PHC-200-51A model.
On that basis of the above technical scheme, the casting head top plate and casting head bottom plate are D200 steel plate.
Compared with prior art, the invention has the following advantages that internal diversion component component nested with external positioning is
Finished product, compared with heavy excavation basis, volume of earthwork is small, and foundation excavation is few, reduces draining, is conducive to environmental protection, mortar depositing construction work
Skill has many advantages, such as that low energy consumption, without friction, noiseless, highly-safe, and internal diversion component component nested with external positioning can mention
Preceding batch production, structure integrated symmetric, for reasonable stress component in factory's mass production, quality is reliable and stable.Integrally use pair
The form of title, uniform force, no impact and reflection stress wave, it is small to pile body impact stress, it not will cause pile body cracking, engineering matter
Measure easy to control, it is small to bore buried prefabricated tubular pile pore-forming earth volume, does not easily cause collapsing, reduces construction safety hidden danger, each assembly structure
Part prefabrication, mechanized construction, the manpower and material resources needed are few, reduce operating expenses.
Detailed description of the invention
Fig. 1 is tubular pole schematic diagram of the invention.
Fig. 2 is internal diversion component schematic diagram of the invention.
Fig. 3 is casting head schematic diagram of the invention.
In figure: 1, internal diversion component, 2, water conservancy diversion steel pipe, 3, prefabricated miniature tubular pole, 4, casting head, 5, casting head top plate,
6, injected hole, 7, slip casting steel pipe, 8, casting head bottom plate, 9, reinforcing rib, 10, aperture, 11, top plate, 12, hole, 13, bolt hole,
14, external to position nested component, 15, prong, 16, angle steel, 17, mortar.
Specific embodiment
The present invention is further elaborated in the following with reference to the drawings and specific embodiments.
As shown in Figure 1, Figure 2, Figure 3 shows, a kind of transmission line of electricity bores buried prefabricated tubular pile, comprising: a kind of transmission line of electricity brill is buried
Prefabricated tubular pile, including internal diversion component 1, water conservancy diversion steel pipe 2, prefabricated miniature tubular pole 3, casting head 4, casting head top plate 5, injected hole
6, slip casting steel pipe 7, casting head bottom plate 8, reinforcing rib 9, aperture 10, top plate 11, hole 12, bolt hole 13, the nested structure of external positioning
Part 14, prong 15, angle steel 16, mortar 17, the internal diversion component 1 component 14 nested with external positioning is by the mortar 17 that is perfused
Connection, the internal diversion component 1 include water conservancy diversion steel pipe 2, prefabricated miniature tubular pole 3, casting head 4, and the water conservancy diversion steel pipe 2 is welded on
The top of prefabricated miniature tubular pole 3, the casting head 4 is welded on the bottom of prefabricated miniature tubular pole 3 by casting head top plate 5, described
Casting head 4 includes injected hole 6, slip casting steel pipe 7, slip casting bottom plate 8, reinforcing rib 9, aperture 10, and the bottom of the slip casting steel pipe 7 is welded
There is slip casting bottom plate 8, the injected hole 6 is equidistantly provided on the side wall of slip casting steel pipe 7, the reinforcing rib 9 is welded on there are four being total to
The inside of slip casting steel pipe 7, the aperture 10 are provided on slip casting steel pipe 7, and the top plate 11 is welded on the top of water conservancy diversion steel pipe 2,
And hole 12 is opened up, the quadrangle of the top plate 11 offers bolt hole 13, and the prong 15 passes through angle steel 16 etc. there are four being total to
Away from being welded on the external outer wall for positioning nested component 14, the bottom of the prong 15 is taper, and the top plate 11 is rectangular, institute
Stating water conservancy diversion steel pipe 2 is φ 114x4 steel pipe, and the prefabricated miniature tubular pole 3 is PHC-200-51A model, 5 He of casting head top plate
Casting head bottom plate 8 is D200 steel plate.
It is positioned external in the figure layer that nested component buried foundation is located at, is deeply not less than 1m in insertion soil, utilizes pore-forming
Device positions nested component inner wall as pore-forming range using outside, and drilling reaches Pile Foundations Design depth, and internal diversion component is inserted into
In pile foundation pore-forming, by the hole among the rectangular connecting plate in top, internally air guide mesohigh cement injection mortar, cement mortar
The gap of basic pore-forming is enriched and is filled up.
The above is present pre-ferred embodiments, for the ordinary skill in the art, according to the present invention
Introduction, in the case where not departing from the principle of the present invention and spirit, changes, modifications, replacement and change that embodiment is carried out
Type is still fallen within protection scope of the present invention.
Claims (6)
1. a kind of transmission line of electricity bores buried prefabricated tubular pile, including internal diversion component (1), water conservancy diversion steel pipe (2), prefabricated miniature tubular pole
(3), casting head (4), casting head top plate (5), injected hole (6), slip casting steel pipe (7), casting head bottom plate (8), reinforcing rib (9), open
Hole (10), top plate (11), hole (12), bolt hole (13), the nested component (14) of external positioning, prong (15), angle steel (16), sand
It starches (17), it is characterised in that: the internal diversion component (1) component (14) nested with external positioning is connected by the mortar (17) being perfused
It connects, the internal diversion component (1) includes water conservancy diversion steel pipe (2), prefabricated miniature tubular pole (3), casting head (4), the water conservancy diversion steel pipe
(2) it is welded on the top of prefabricated miniature tubular pole (3), the casting head (4) is welded on prefabricated miniature tube by casting head top plate (5)
The bottom of stake (3), the casting head (4) includes injected hole (6), slip casting steel pipe (7), slip casting bottom plate (8), reinforcing rib (9), aperture
(10), the bottom of the slip casting steel pipe (7) is welded with slip casting bottom plate (8), and the injected hole (6) is equidistantly provided with there are four being total to
On the side wall of slip casting steel pipe (7), the reinforcing rib (9) is welded on the inside of slip casting steel pipe (7), and the aperture (10) is provided with note
It starches on steel pipe (7), the top plate (11) is welded on the top of water conservancy diversion steel pipe (2), and opens up hole (12), the top plate (11)
Quadrangle offer bolt hole (13), the prong (15) altogether there are four, equidistantly be welded on by angle steel (16) it is external position it is embedding
On the outer wall for covering component (14).
2. a kind of transmission line of electricity according to claim 1 bores buried prefabricated tubular pile, it is characterised in that: the prong (15)
Bottom is taper.
3. a kind of transmission line of electricity according to claim 1 bores buried prefabricated tubular pile, it is characterised in that: the top plate (11) is
It is rectangular.
4. a kind of transmission line of electricity according to claim 1 bores buried prefabricated tubular pile, it is characterised in that: the water conservancy diversion steel pipe
It (2) is φ 114x4 steel pipe.
5. a kind of transmission line of electricity according to claim 1 bores buried prefabricated tubular pile, it is characterised in that: the prefabricated miniature tube
Stake (3) is PHC-200-51A model.
6. a kind of transmission line of electricity according to claim 1 bores buried prefabricated tubular pile, it is characterised in that: the casting head top plate
(5) and casting head bottom plate (8) is D200 steel plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910404814.4A CN110241813A (en) | 2019-05-16 | 2019-05-16 | A kind of buried prefabricated tubular pile of transmission line of electricity brill |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910404814.4A CN110241813A (en) | 2019-05-16 | 2019-05-16 | A kind of buried prefabricated tubular pile of transmission line of electricity brill |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN110241813A true CN110241813A (en) | 2019-09-17 |
Family
ID=67884553
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910404814.4A Pending CN110241813A (en) | 2019-05-16 | 2019-05-16 | A kind of buried prefabricated tubular pile of transmission line of electricity brill |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN110241813A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111691420A (en) * | 2020-06-22 | 2020-09-22 | 福建省华策建设集团有限公司 | Construction method of PHC tubular pile |
| CN112211217A (en) * | 2020-11-03 | 2021-01-12 | 严小红 | Pre-buried structure of power frame for power transmission |
| CN115305910A (en) * | 2022-07-26 | 2022-11-08 | 黄冈强源电力设计有限公司 | Drilling and burying type prefabricated miniature tubular pile for power transmission line and construction method thereof |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH01256651A (en) * | 1988-04-01 | 1989-10-13 | Shimizu Corp | Steel pipe concrete pillar structure and construction thereof |
| CN2398333Y (en) * | 1999-11-02 | 2000-09-27 | 刘次西 | Pile body containing thorn pile |
| CN201106173Y (en) * | 2007-10-17 | 2008-08-27 | 山东万鑫建设有限公司 | Pile terminal pressure slip-casting machine for prestressed concrete pipe pile |
| CN206337556U (en) * | 2016-08-31 | 2017-07-18 | 江苏建院营造股份有限公司 | A kind of grouting behind shaft or drift lining Prefabricated hollow pile |
| CN206477327U (en) * | 2017-02-22 | 2017-09-08 | 王雪君 | One kind building stake |
-
2019
- 2019-05-16 CN CN201910404814.4A patent/CN110241813A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH01256651A (en) * | 1988-04-01 | 1989-10-13 | Shimizu Corp | Steel pipe concrete pillar structure and construction thereof |
| CN2398333Y (en) * | 1999-11-02 | 2000-09-27 | 刘次西 | Pile body containing thorn pile |
| CN201106173Y (en) * | 2007-10-17 | 2008-08-27 | 山东万鑫建设有限公司 | Pile terminal pressure slip-casting machine for prestressed concrete pipe pile |
| CN206337556U (en) * | 2016-08-31 | 2017-07-18 | 江苏建院营造股份有限公司 | A kind of grouting behind shaft or drift lining Prefabricated hollow pile |
| CN206477327U (en) * | 2017-02-22 | 2017-09-08 | 王雪君 | One kind building stake |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111691420A (en) * | 2020-06-22 | 2020-09-22 | 福建省华策建设集团有限公司 | Construction method of PHC tubular pile |
| CN111691420B (en) * | 2020-06-22 | 2021-08-03 | 福建省华策建设集团有限公司 | Construction method of PHC tubular pile |
| CN112211217A (en) * | 2020-11-03 | 2021-01-12 | 严小红 | Pre-buried structure of power frame for power transmission |
| CN115305910A (en) * | 2022-07-26 | 2022-11-08 | 黄冈强源电力设计有限公司 | Drilling and burying type prefabricated miniature tubular pile for power transmission line and construction method thereof |
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|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20190917 |
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| RJ01 | Rejection of invention patent application after publication |