CN203411994U - Support pile basement outer wall structure - Google Patents
Support pile basement outer wall structure Download PDFInfo
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- CN203411994U CN203411994U CN201320489246.0U CN201320489246U CN203411994U CN 203411994 U CN203411994 U CN 203411994U CN 201320489246 U CN201320489246 U CN 201320489246U CN 203411994 U CN203411994 U CN 203411994U
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- basement
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- support pile
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Abstract
The utility model discloses a support pile basement outer wall structure. The structure comprises support pile rows (1), each support pile row is connected with a corresponding basement main structure boundary beam (2), a water-stop flashing (3) is arranged on each basement baseboard (13) 350mm-450mm away from the inner side of the corresponding support pile row, and a lining wall (4) is formed on each water-stop flashing; the top of each lining wall is connected with the upper layer of the corresponding basement baseboard; a drainage channel (5) is formed on the bottom between each support pile row and the corresponding water-stop flashing. In the initial design stage, a support structure, which can be used as a basement outer envelope structure while satisfying the foundation pit supporting demand, is designed as a permanent structure, and a basement outer wall in an existing structure is omitted. Support piles are integrated with a wall, so that the construction period and the construction cost are reduced, and meanwhile, the operation requirements of building safeguard construction and building design function are satisfied. The support pile basement outer wall structure disclosed by the utility model is suitable for most basement constructions, high in universality and good to popularize.
Description
Technical field
the utility model relates to a kind of soldier pile outer wall of basement structure, belongs to building civil engineering technical field.
Background technology
development along with Building Trade in China, all kinds of types of construction continue to bring out, the super dark engineering of super large is more and more, conventional project pattern foundation pit supporting structure is all as temporary works, treat that basement structure construction completes, after backfilling of earthwork, supporting and protection structure is ineffective, during basement structure construction, peripheral structure is redesigned to construction again.This practice causes larger waste, does not meet the thinking that current national energy-saving reduces discharging.
Summary of the invention
the purpose of this utility model is, a kind of soldier pile outer wall of basement structure is provided.Utilize manually digging hole supporting row of piles for basement peripheral structure, cancel the outer wall of basement in existing structure, lower outdoor wall construction material and labour, accelerate the construction period frugally, saves time.
the technical solution of the utility model:
an outer wall of basement structure, comprises supporting row of piles, and supporting row of piles is connected with each layer of basement agent structure side bar; On each layer of basement bottom board apart from 350～450mm place, supporting row of piles inner side, be provided with the anti-bank of sealing, the anti-bank of sealing is provided with chemise; Chemise top is connected with upper strata basement bottom board; Bottom between the anti-bank of supporting row of piles and sealing is provided with rhone.
in aforementioned structure, bottom basement bottom board bottom is provided with catchwater, and catchwater is connected with rhone through aqueduct; The rhone of all the other each layers is connected with lower floor rhone through gutter.
in aforementioned structure, described chemise is provided with shutter or detachable aluminum-pinch.
in aforementioned structure, described supporting row of piles inner side is provided with waterproofing course.
in aforementioned structure, in described rhone, be provided with water-repellent paint.
compared with prior art, the utility model, at the design initial stage, designs supporting and protection structure as permanent structure, when meeting pattern foundation pit supporting structure needs, can, as basement peripheral structure, cancel the outer wall of basement in existing structure again.Make supporting pile wall interaction, saved construction period and construction costs, also met building safety structure simultaneously and used and the instructions for use of architectural design function.The utility model is applicable to most of basement engineering, and versatility is stronger, has good promotion advantage.The utility model arranges space and the gutter of maintenance and repair in soldier pile and chemise.When localized seepage's water appears in soldier pile, a small amount of breakthrough ponding can be flowed out to collecting well and be discharged by gutter and gutter.When gutter stops up afterwards because the time is permanent, workman can enter interlayer and keep in repair from chemise aluminum alloy beancurd leaf hole.Orlop groundwater pressure is maximum, when part occurs that the breakthrough water yield is larger, relevant position aluminium sheet can be removed, and carries out water leakage maintenance on soldier pile.Soldier pile underground water exterior wall unification job practices is simple and practical, reduce construction costs, maintenance cost is cheap, solves the problems such as the infiltration of exterior wall basement is moist, guaranteed basement comfort.Soldier pile underground water exterior wall unification job practices of the present utility model proposes the two unification of soldier pile underground water exterior wall, saved outer wall of basement structural meterials, saved labour, accelerate the construction period, and later stage basement maintenance cost is cheap, comfortableness is good, has good Social benefit and economic benefit.The utility model had both met high efficiency construction requirement, and cost-saving cost provides dry comfortable environment for use for basement user again, has practicality and generalization widely.
Accompanying drawing explanation
fig. 1 is structural representation of the present utility model;
fig. 2 is that the partial top view of Fig. 1 is local;
fig. 3 is the schematic diagram that the utility model is applied to multi-storey basement.
being labeled as in accompanying drawing: 1-soldier pile, 2-basement agent structure side bar, the anti-bank of 3-sealing, 4-chemise, 5-rhone, 6-waterproofing course, the detachable aluminum-pinch of 7-, 8-shutter, 9-water-repellent paint, 10-gutter, 11-aqueduct, 12-catchwater, 13-basement bottom board.
The specific embodiment
below in conjunction with accompanying drawing, the utility model is described in further detail, but not as to any restriction of the present utility model.
an outer wall of basement structure, as shown in Figures 1 to 3.Comprise supporting row of piles 1, supporting row of piles 1 is connected with each layer of basement agent structure side bar 2; On each layer of basement bottom board 13 apart from supporting row of piles 1 350～450mm place, inner side, be provided with the anti-bank 3 of sealing, the anti-bank 3 of sealing is provided with chemise 4; Chemise 4 tops are connected with upper strata basement bottom board 13; Bottom between the anti-bank 3 of supporting row of piles 1 and sealing is provided with rhone 5.Bottom basement bottom board 13 bottoms are provided with catchwater 12, and catchwater 12 is connected with rhone 5 through aqueduct 11; The rhone 5 of all the other each layers connects through gutter 10Yu lower floor rhone 5.Described chemise 4 is provided with shutter 8 or detachable aluminum-pinch 7.Described supporting row of piles 1 inner side is provided with waterproofing course 6.In described rhone 5, be provided with water-repellent paint 9.
Embodiment
during concrete enforcement, as shown in Figures 1 to 3.The utility model adopts the mode of manually digging hole soldier pile and outer wall of basement unification construction.Therefore at the design initial stage, just soldier pile is designed as permanent structure, soldier pile is designed to supporting row of piles 1 structure.Supporting row of piles 1 connects into an overall structure with the basement agent structure side bar 2 of every one deck from the bottom to top, cancels existing outer wall of basement, the outer wall of basement directly substituting in existing structure with supporting row of piles 1.Apart from supporting row of piles 1 400mm place, inner side, building the anti-bank of concrete sealing of a stifled high 300mm of wide 200mm, building a stifled thick 200mm sand lime brick chemise on the anti-bank 3 of sealing by laying bricks or stones, chemise 4 is always that build to be connected with upper strata base plate basement.Between supporting row of piles 1 and the anti-bank 3 of sealing, a rhone 5 that 400mm is wide is set.In order to prevent infiltration, in supporting row of piles 1 inner side, waterproofing course 6 is set, waterproofing course is to smear the thick one deck of 2mm with capillary crystalline waterproof coating material.The surface of rhone 5 and adopt polymer cement waterproof paint to smear the thick water-repellent paint 9 of one deck 3mm with the junction of supporting row of piles 1 and the anti-bank 3 of sealing.For the ease of cleaning rhone 5, on the chemise 4 of basecoat basement, window is set, detachable aluminum-pinch 7 is installed by closed windows on window; On the chemise 4 of all the other each layer of basements, at 5m, apart from 600mm place, ground, the aluminium alloy window 8 of a 600 * 600mm is set at interval of certain distance.After if rhone 5 occurs stopping up, detachable aluminum-pinch 7 windows that workman can be from chemise or shutter 8 enter in the interlayer between supporting row of piles 1 and chemise 4 to be cleared up.Orlop groundwater pressure is maximum, in use procedure, may occur localized seepage, also the detachable aluminum-pinch of relevant position 7 can be removed, and enters the water leakage maintenance of carrying out supporting row of piles in the interlayer between supporting row of piles 1 and chemise 4.In rhone 5, at interval of 5m, a gutter 10 is set, gutter adopts DN50PVC pipe that ponding is imported to sub basement rhone 5.Orlop basement drain groove 5 enters ponding by aqueduct 11 catchwater 12 of basement bottom board 13 bottoms, then is pooled to collecting well by catchwater 12, finally discharges basement.Aqueduct 11 is also to adopt DN50PVC pipe.The utility model had both met high efficiency construction requirement, and cost-saving cost provides dry comfortable environment for use for basement user again, has practicality and generalization widely.
Claims (5)
1. a soldier pile outer wall of basement structure, is characterized in that: comprise supporting row of piles (1), supporting row of piles (1) is connected with each layer of basement agent structure side bar (2); On each layer of basement bottom board (13) apart from 350～450mm place, supporting row of piles (1) inner side, be provided with the anti-bank of sealing (3), the anti-bank of sealing (3) is provided with chemise (4); Chemise (4) top is connected with upper strata basement bottom board (13); Bottom between supporting row of piles (1) and the anti-bank of sealing (3) is provided with rhone (5).
2. structure according to claim 1, is characterized in that: bottom basement bottom board (13) bottom is provided with catchwater (12), and catchwater (12) is connected with rhone (5) through aqueduct (11); The rhone of all the other each layers (5) is connected with lower floor's rhone (5) through gutter (10).
3. structure according to claim 1, is characterized in that: described chemise (4) is provided with shutter (8) or detachable aluminum-pinch (7).
4. structure according to claim 1, is characterized in that: described supporting row of piles (1) inner side is provided with waterproofing course (6).
5. structure according to claim 1, is characterized in that: in described rhone (5), be provided with water-repellent paint (9).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320489246.0U CN203411994U (en) | 2013-08-12 | 2013-08-12 | Support pile basement outer wall structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320489246.0U CN203411994U (en) | 2013-08-12 | 2013-08-12 | Support pile basement outer wall structure |
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| Publication Number | Publication Date |
|---|---|
| CN203411994U true CN203411994U (en) | 2014-01-29 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320489246.0U Expired - Lifetime CN203411994U (en) | 2013-08-12 | 2013-08-12 | Support pile basement outer wall structure |
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| Country | Link |
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| CN (1) | CN203411994U (en) |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104988955A (en) * | 2015-06-11 | 2015-10-21 | 中建一局集团第六建筑有限公司 | Anti-drainage combined waterproof system for super-deep basements, and construction method |
| CN105040730A (en) * | 2015-06-29 | 2015-11-11 | 上海市基础工程集团有限公司 | Connection processing method for enclosure bored concrete pile and cellar structure floor slab in reversed foundation pit |
| CN105603971A (en) * | 2016-01-30 | 2016-05-25 | 周兆弟 | Drill rod assembly of pile driver |
| CN107100172A (en) * | 2015-08-31 | 2017-08-29 | 罗海军 | Without inner support basement construction method for supporting |
| CN108086450A (en) * | 2017-11-13 | 2018-05-29 | 新奥泛能网络科技股份有限公司 | The construction method in interior of building gutter and Equipment Foundations component |
| CN109457910A (en) * | 2018-12-27 | 2019-03-12 | 东华理工大学长江学院 | A kind of underground garage sunk type vented exhaust vertical shaft and preparation method thereof |
| CN110374191A (en) * | 2019-07-31 | 2019-10-25 | 同济大学建筑设计研究院(集团)有限公司 | A kind of outer wall of basement component and its construction method with protective function |
| CN110593291A (en) * | 2019-09-26 | 2019-12-20 | 南京金宸建筑设计有限公司 | Pile-wall integrated basement exterior wall |
| CN110700329A (en) * | 2019-10-21 | 2020-01-17 | 上海建工七建集团有限公司 | Waterproof system for basement exterior wall and construction method thereof |
| CN115807450A (en) * | 2022-12-09 | 2023-03-17 | 中建八局第三建设有限公司 | Pile-wall integrated drainage-prevention combined basement exterior wall waterproof construction method |
-
2013
- 2013-08-12 CN CN201320489246.0U patent/CN203411994U/en not_active Expired - Lifetime
Cited By (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104988955A (en) * | 2015-06-11 | 2015-10-21 | 中建一局集团第六建筑有限公司 | Anti-drainage combined waterproof system for super-deep basements, and construction method |
| CN105040730B (en) * | 2015-06-29 | 2017-04-19 | 上海市基础工程集团有限公司 | Connection processing method for enclosure bored concrete pile and cellar structure floor slab in reversed foundation pit |
| CN105040730A (en) * | 2015-06-29 | 2015-11-11 | 上海市基础工程集团有限公司 | Connection processing method for enclosure bored concrete pile and cellar structure floor slab in reversed foundation pit |
| CN107100172B (en) * | 2015-08-31 | 2018-12-18 | 罗海军 | Without inner support basement construction method for supporting |
| CN107100172A (en) * | 2015-08-31 | 2017-08-29 | 罗海军 | Without inner support basement construction method for supporting |
| CN105603971A (en) * | 2016-01-30 | 2016-05-25 | 周兆弟 | Drill rod assembly of pile driver |
| CN108086450A (en) * | 2017-11-13 | 2018-05-29 | 新奥泛能网络科技股份有限公司 | The construction method in interior of building gutter and Equipment Foundations component |
| CN109457910A (en) * | 2018-12-27 | 2019-03-12 | 东华理工大学长江学院 | A kind of underground garage sunk type vented exhaust vertical shaft and preparation method thereof |
| CN110374191A (en) * | 2019-07-31 | 2019-10-25 | 同济大学建筑设计研究院(集团)有限公司 | A kind of outer wall of basement component and its construction method with protective function |
| CN110374191B (en) * | 2019-07-31 | 2021-02-02 | 同济大学建筑设计研究院(集团)有限公司 | Basement exterior wall component with supporting function and construction method thereof |
| CN110593291A (en) * | 2019-09-26 | 2019-12-20 | 南京金宸建筑设计有限公司 | Pile-wall integrated basement exterior wall |
| CN110700329A (en) * | 2019-10-21 | 2020-01-17 | 上海建工七建集团有限公司 | Waterproof system for basement exterior wall and construction method thereof |
| CN115807450A (en) * | 2022-12-09 | 2023-03-17 | 中建八局第三建设有限公司 | Pile-wall integrated drainage-prevention combined basement exterior wall waterproof construction method |
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