CN205531668U - Bored concrete pile basis assembled enclosure - Google Patents

Bored concrete pile basis assembled enclosure Download PDF

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Publication number
CN205531668U
CN205531668U CN201620108685.6U CN201620108685U CN205531668U CN 205531668 U CN205531668 U CN 205531668U CN 201620108685 U CN201620108685 U CN 201620108685U CN 205531668 U CN205531668 U CN 205531668U
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CN
China
Prior art keywords
concrete pile
bored concrete
wind
resistant column
wallboard
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
Application number
CN201620108685.6U
Other languages
Chinese (zh)
Inventor
布世伟
陈栋
李猛
韩晨鹏
郭宝鼎
范伟龙
霍春旻
王磊
张瑞林
周雪涛
张尚华
贾素华
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Hebei Chaoneng Investment Management Co Ltd
Hebei Electric Power Design and Research Institute
Hebei Power Transmission and Transformation Co Ltd
Original Assignee
Hebei Chaoneng Investment Management Co Ltd
Hebei Electric Power Design and Research Institute
Hebei Power Transmission and Transformation Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Hebei Chaoneng Investment Management Co Ltd, Hebei Electric Power Design and Research Institute, Hebei Power Transmission and Transformation Co Ltd filed Critical Hebei Chaoneng Investment Management Co Ltd
Priority to CN201620108685.6U priority Critical patent/CN205531668U/en
Application granted granted Critical
Publication of CN205531668U publication Critical patent/CN205531668U/en
Expired - Fee Related legal-status Critical Current
Anticipated expiration legal-status Critical

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Abstract

The utility model discloses a bored concrete pile basis assembled enclosure, anti -wind post and both ends grafting the wallboard adjacent anti -wind post between of inserting groove are equipped with including the lateral wall, anti -wind post location sets up on independent bored concrete pile. Adoption bored concrete pile basis, its suitability is strong, and it is still useful in the soft soil foundation both to have can be used to the alkaline earth environment, and construction process is simple, the basis is reliable, and service life can reach more than 70 years, compared moreover and reduced by 33~58% in current cast -in -place concrete strip footing cost.

Description

Bored concrete pile foundation Assembled enclosing wall
Technical field
This utility model relates to a kind of fence structure field, especially a kind of bored concrete pile foundation Assembled enclosing wall.
Background technology
Enclosure wall is a kind of space partition constructure, be used for enclosing and, split or protect a certain region, be widely used in the isolation engineering such as building site, factory.Under normal circumstances, the build process of enclosure wall is first at ground earth excavation, then casting reinforced concrete basis of formation and column, is then built into metope with fragment of brick between column and bears down on one, forming entirety.Using above-mentioned form of construction work, situ wet flow chart is many, such as pours into a mould basis, laying bricks etc. is required to submersible, leave the water mark of muddiness the most at the construction field (site), even there is sewage discharge to arrive neighbouring river, building and environment are all constituted bigger pollution, and long construction period;Consume a large amount of artificial, add construction workload.Especially transformer station's enclosure wall, the highest to artificial technology's level, brick intensity and appearance requirement, quality is difficult to control, and constructs and is affected compared with big, the easy accumulation of salt in the surface soil of metope by weather, produce crack, and later maintenance is costly.
In prior art, in order to solve above-mentioned technical problem, have developed a variety of Assembled enclosing wall, patent such as Application No. 201320500962.4, disclose a kind of Assembled enclosing wall, its basic structure includes strip concrete foundation, column and the wallboard of cast, column side is provided with inserting groove, wallboard two ends are respectively embedded in the inserting groove that two root posts are relative, strip concrete foundation is provided with rim of a cup, column bottom is arranged in rim of a cup, is filled with cement mortar in the gap between rim of a cup and column.This structure need nonetheless remain for first at the ground earth excavation shared by whole enclosure wall, lay a good foundation, then pour into a mould concrete foundation, by rim of a cup positioning vertical column in concrete foundation;In the program, body of wall have employed assembled, but its Cast-in-place concrete strip footing still falls within traditional enclosure wall basis, and the amount of labour is big, long in time limit, need to excavate a large amount of earthwork, construction area is many, is also easily affected by weather.
Summary of the invention
The technical problems to be solved in the utility model is to provide a kind of bored concrete pile foundation Assembled enclosing wall, independent bored concrete pile is used to make enclosure wall basis, the processing of the element factory such as wallboard and wind-resistant column, assembled in situ, not only met the well-grounded performance requirement of enclosure wall, but also met the quick and high-quality construction requirement of enclosure wall.
For solving above-mentioned technical problem, the technical solution adopted in the utility model is:
A kind of bored concrete pile foundation Assembled enclosing wall, is provided with the wind-resistant column of inserting groove including sidewall and two ends is plugged on the wallboard between adjacent wind-resistant column, and described wind-resistant column location is arranged on independent bored concrete pile.
Preferably, described bored concrete pile is by well cementing process forming, deep 2 ~ 3m;The top of bored concrete pile is preset and is connected seat, is connected by bolt or welds location between described connection seat and the base of wind-resistant column.
Described connection seat is provided with corresponding through hole with base;Or connection seat is provided with on stud, base and arranges the through hole corresponding with described stud.Seat will be connected by bolt to be connected with base, or directly by base be connected seat para-position, relend and help nut spacing, or directly connection seat is welded with base.
Preset by perpendicular muscle and the steel reinforcement cage of horizontal bar assembly welding in described bored concrete pile.Add the reliability on basis.
In technique scheme, the component such as wind-resistant column and wallboard is prefabricated in the factory in advance, is transported to job site and assembles, and shortens the duration of site operation, and industrialized production is not affected by vile weather etc., and quality is easily controlled.Using bored concrete pile foundation, its suitability is strong, can be not only used for alkaline earth environment and can be also used for soft soil foundation, and construction technology is simple, basis is reliable, and service life was up to more than 70 years, and reduced by 33 ~ 58% compared to existing Cast-in-place concrete strip footing cost.
Using having the beneficial effects that of technique scheme generation: (1) this utility model uses the prefabricated mode combined with assembled in situ of batch production, the construction period is short, significantly save cost of labor, reduces weather impact, effective guarantee duration;Job site is taken up an area less, is used mini-plant to install, easy and simple to handle, minimizing situ wet operation;(2) bored concrete pile foundation, quick construction, pile foundation quality is reliable, and bored concrete pile foundation is easy to connect with wind-resistant column, quick;(3) in further improved plan, using fiber cement board, durable in use, design service life reaches 70 years, and remote super clear water brick mixes 30 year life-span of wall, than clear water brick wall fence cost-effective about 40%.
Accompanying drawing explanation
Fig. 1 is the main TV structure schematic diagram of this utility model enclosure wall facade;
Fig. 2 is that the A-A of Fig. 1 is to sectional structure schematic diagram;
Fig. 3 is the plan structure schematic diagram of filling pile cage of reinforcement;
Fig. 4 is that the B-B of Fig. 1 is to cross-sectional view;
Wherein, 1, wallboard, 2, wind-resistant column, 2-1, wind-resistant column base, 2-2, inserting groove, 3, wallboard bear down on one, 4, cap, 5, basis bear down on one, 6, bored concrete pile, 6-1, steel reinforcement cage.
Detailed description of the invention
See Fig. 1 ~ Fig. 4, the bored concrete pile foundation Assembled enclosing wall in the present embodiment, it is provided with the wind-resistant column 2 of inserting groove 2-2 including sidewall and two ends are plugged on the wallboard 1 between adjacent wind-resistant column 2, described wind-resistant column 2 location is arranged on independent bored concrete pile 6.Wind-resistant column 2, according to the structure of concrete enclosure wall, can arrange inserting groove 2-2 in lateral symmetry, as shown in Figure 4;The wind-resistant column at enclosure wall turning is respectively provided with inserting groove on adjacent sidewall.Described wallboard 1 uses fiber cement board, presets reinforcing bar in wallboard;Between adjacent wind-resistant column 2, in the vertical direction splices 2 pieces with cornice sheathing 1, the assembled wall that forms high 2 ~ 3m.Fiber cement board cost is low, intensity is high, and service life is more than 70 years.
Described bored concrete pile 6 is by well cementing process forming, deep 2 ~ 3m;The top of bored concrete pile 6 is preset and is connected seat 6-2, is connected by bolt or welds location between described connection seat 6-2 and the base 2-1 of wind-resistant column 2.Concrete structure can be in the following ways: is provided with corresponding through hole on described connection seat 6-2 and base 2-1, will connect seat 6-2 and base 2-1 by bolt and be connected fixing;Or connection seat 6-2 is provided with on stud, base 2-1 the through hole that setting is corresponding with described stud, by wind-resistant column and the stud para-position being connected on seat during construction, connect fixing with nut;Or directly will connect seat to weld with base.Above-mentioned assembling mode is simple, convenient, reliable in quality, shortens the construction period.
Preset by the steel reinforcement cage 6-1 of perpendicular muscle and horizontal bar assembly welding in described bored concrete pile 6.First using independent bored concrete pile as enclosure wall basis, holing, put steel reinforcement cage, grouting, technique is simple, basis is reliable.
The top of described assembled wall arranges wallboard and bears down on one 3.It is arranged on below the wallboard 1 of bottom, prefabricated basis is set bears down on one 5 between adjacent bored concrete pile 6;Each wind-resistant column 2 top is supporting arranges cap 4.
In sum, this utility model site operation step includes:
1. rule according to design drawing, accurately the position of the bored concrete pile 6 that mark is independent;
2. by the bored concrete pile of well cementing process forming independence, concrete steps include holing, placing steel reinforcement cage 6-1, cast concrete and preset connection seat 6-2 above the concrete of cast;
3., after concrete reaches some strength, prefabricated wind-resistant column 2 is positioned;
4. grafting is prefabricated on the sidewall of wind-resistant column 2 wallboard 2 and install wallboard bear down on one, the prefabricated components such as cap;
5. between wallboard, between wallboard and wind-resistant column, jointing processes.
In sum, based on this utility model have employed bored concrete pile, and forming firm wall support with wind-resistant column by metal coupling assembling, wallboard is by wind-resistant column inserting groove spacing, formation assembled wall between wind-resistant column, and firm and wind-resistant column and bored concrete pile form integral connecting structure.This utility model combinative structure is the most firm, easy construction;And be protected from weather influences, all can construct under any weather condition, construction speed will not be affected because of weather reason;Construction labor intensity is low, simultaneously because have employed fibre cement wallboard, light weight is inexpensive, greatly reduces the input cost of equipment, manpower.

Claims (7)

1. a bored concrete pile foundation Assembled enclosing wall, it is provided with the wind-resistant column (2) of inserting groove (2-2) and wallboard (1) that two ends are plugged between adjacent wind-resistant column (2), it is characterised in that described wind-resistant column (2) location is arranged on independent bored concrete pile (6) including sidewall.
Bored concrete pile foundation Assembled enclosing wall the most according to claim 1, it is characterised in that described bored concrete pile (6) is by well cementing process forming, deep 2 ~ 3m;The top of bored concrete pile (6) is preset and is connected seat (6-2), is connected by bolt or welds location between described connection seat (6-2) and the base (2-1) of wind-resistant column (2).
Bored concrete pile foundation Assembled enclosing wall the most according to claim 2, it is characterised in that described connection seat (6-2) is provided with corresponding through hole with base (2-1);Or connection seat (6-2) is provided with stud, base (2-1) and above arranges the through hole corresponding with described stud.
Bored concrete pile foundation Assembled enclosing wall the most according to claim 1, it is characterised in that preset by the steel reinforcement cage (6-1) of perpendicular muscle and horizontal bar assembly welding in described bored concrete pile (6).
Bored concrete pile foundation Assembled enclosing wall the most according to claim 1, it is characterised in that described wallboard (1) uses fiber cement board;Between adjacent wind-resistant column (2), in the vertical direction splices 2 pieces with cornice sheathing (1), the assembled wall that forms high 2 ~ 3m.
Bored concrete pile foundation Assembled enclosing wall the most according to claim 5, it is characterised in that the top of described assembled wall arranges wallboard and bears down on one (3).
7. according to the bored concrete pile foundation Assembled enclosing wall described in claim 1 or 6, it is characterised in that be arranged on wallboard (1) lower section of bottom, arrange prefabricated basis between adjacent bored concrete pile (6) and bear down on one (5);Each wind-resistant column (2) top is supporting arranges cap (4).
CN201620108685.6U 2016-02-03 2016-02-03 Bored concrete pile basis assembled enclosure Expired - Fee Related CN205531668U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201620108685.6U CN205531668U (en) 2016-02-03 2016-02-03 Bored concrete pile basis assembled enclosure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201620108685.6U CN205531668U (en) 2016-02-03 2016-02-03 Bored concrete pile basis assembled enclosure

Publications (1)

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CN205531668U true CN205531668U (en) 2016-08-31

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Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109386167A (en) * 2017-08-04 2019-02-26 上海宝冶集团有限公司 The construction method of Road Retaining Walls upper waveform guardrail
CN109594577A (en) * 2018-12-29 2019-04-09 广东翔顺建筑工程有限公司 Prefabricated assembled bar shaped composite foundation mounting structure for soft soil foundation
CN114352117A (en) * 2022-02-18 2022-04-15 北方工业大学 River course protective structure with anti algae function

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109386167A (en) * 2017-08-04 2019-02-26 上海宝冶集团有限公司 The construction method of Road Retaining Walls upper waveform guardrail
CN109386167B (en) * 2017-08-04 2020-07-28 上海宝冶集团有限公司 Construction method of square wave-shaped guardrail on road retaining wall
CN109594577A (en) * 2018-12-29 2019-04-09 广东翔顺建筑工程有限公司 Prefabricated assembled bar shaped composite foundation mounting structure for soft soil foundation
CN114352117A (en) * 2022-02-18 2022-04-15 北方工业大学 River course protective structure with anti algae function

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C14 Grant of patent or utility model
GR01 Patent grant
CB03 Change of inventor or designer information
CB03 Change of inventor or designer information

Inventor after: Bu Shiwei

Inventor after: Zhou Xuetao

Inventor after: Zhang Shanghua

Inventor after: Jia Suhua

Inventor after: Sun Zhangling

Inventor after: Zhang Jinghui

Inventor after: Wang Jizhu

Inventor after: Li Jian

Inventor after: Cao Weiqing

Inventor after: Mao Weimin

Inventor after: Chen Dong

Inventor after: Li Meng

Inventor after: Han Chenpeng

Inventor after: Guo Baoding

Inventor after: Fan Weilong

Inventor after: Huo Chunmin

Inventor after: Wang Lei

Inventor after: Zhang Ruilin

Inventor before: Bu Shiwei

Inventor before: Zhou Xuetao

Inventor before: Zhang Shanghua

Inventor before: Jia Suhua

Inventor before: Chen Dong

Inventor before: Li Meng

Inventor before: Han Chenpeng

Inventor before: Guo Baoding

Inventor before: Fan Weilong

Inventor before: Huo Chunmin

Inventor before: Wang Lei

Inventor before: Zhang Ruilin

CF01 Termination of patent right due to non-payment of annual fee
CF01 Termination of patent right due to non-payment of annual fee

Granted publication date: 20160831

Termination date: 20220203