CN205531668U - Bored concrete pile basis assembled enclosure - Google Patents
Bored concrete pile basis assembled enclosure Download PDFInfo
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- 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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- concrete pile
- bored concrete
- wind
- resistant column
- wallboard
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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
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).
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)
| Publication Number | Publication Date |
|---|---|
| CN205531668U true CN205531668U (en) | 2016-08-31 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620108685.6U Expired - Fee Related CN205531668U (en) | 2016-02-03 | 2016-02-03 | Bored concrete pile basis assembled enclosure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205531668U (en) |
Cited By (3)
| 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 |
-
2016
- 2016-02-03 CN CN201620108685.6U patent/CN205531668U/en not_active Expired - Fee Related
Cited By (4)
| 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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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| 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 |