CN102116033A - Method and device for dewatering and draining water collecting well of blind drain of deep foundation pit - Google Patents
Method and device for dewatering and draining water collecting well of blind drain of deep foundation pit Download PDFInfo
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- CN102116033A CN102116033A CN 201110002790 CN201110002790A CN102116033A CN 102116033 A CN102116033 A CN 102116033A CN 201110002790 CN201110002790 CN 201110002790 CN 201110002790 A CN201110002790 A CN 201110002790A CN 102116033 A CN102116033 A CN 102116033A
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Abstract
The invention discloses a method and a device for dewatering and draining a water collecting well of a blind drain of a deep foundation pit. The method comprises the following steps: accumulated water on the outer side of the outer wall of a basement flows into a blind drain pipe below a bottom plate of the basement in a concentrated manner through a water intercepting drain; accumulated manner in the basement flows into the blind drain pipe below the bottom plate in a concentrated manner via a water releasing hole; and then the accumulated water is led to the temporary water collecting well via the blind drain pipe and drained out by using a water pump. The device is simple to construct and can be formed rapidly. By adopting the method and the device, the underground water level is effectively reduced, the practical situation that the periphery of the basement cannot be dewatered or constructed is solved, the problem of dewatering and draining after surplus water is solved, the construction of a late poured band of the outer wall of the basement is facilitated, and the problem that the construction accumulated water of the late poured band cannot be treated by using a traditional process is solved. The construction difficulty of the bottom plate of the basement is reduced, so that the construction time of the bottom plate is greatly shortened, the construction and building cost is saved, and more importantly, the safety of a protection wall of the foundation pit is guaranteed; and as the construction period of the basement is shortened, the safety of the whole foundation pit is guaranteed, and meanwhile, the safety of the surrounding buildings and the environment are guaranteed.
Description
Technical field
The present invention relates to a kind of water discharge method and device, particularly relate to a kind of deep foundation ditch french drain collecting well and fall water discharge method and device, belong to the construction drainage technical field.
Background technology
Along with domestic each metropolis building density is increasing, each new building periphery all round all kinds ofly build, structure.New building construction period can be for utilizing site area also more and more littler, then large quantities of building foundation pit supporting all by there being the angle supporting to change vertical supporting into, foundation ditch retaining wall and outer wall of basement vertical distance are more and more littler.All below the groundwater table of place, during outer wall of basement and basement bottom board and the bearing platform construction, deep foundation ditch french drain collecting well falls most of basement bottom board absolute altitudes, drainage has become an important engineering measure during the deep foundation pit construction.
Summary of the invention
The objective of the invention is to, provide a kind of do not need the later stage remove, fall draining economy, convenience and practical, also can effectively reduce the cleaning of ater-casting and base plate early stage anti-floating pressure deep foundation ditch french drain collecting well water discharge method and device fall, thereby overcome the deficiencies in the prior art.
Technical scheme of the present invention: it is between outer wall of basement and pattern foundation pit supporting structure catchwater to be set that water discharge method falls in a kind of deep foundation ditch french drain collecting well of the present invention, and the french drain pipe is set below catchwater; The french drain pipe is set below the base plate of outer wall of basement inboard; The french drain pipe of outer wall of basement inboard and the french drain pipe intercommunication below the catchwater; French drain pipe in the outer wall of basement inboard is provided with interim collecting well with the position that overlaps of basement post-pouring zone; Along basement post-pouring zone spilled water hole is set at interval; The outer ponding of basement is introduced interim collecting well by catchwater and french drain pipe; The outer ponding of basement is introduced interim collecting well by spilled water hole, will concentrate on interim collecting well ponding by water pump and efflux.
Aforementioned deep foundation ditch french drain collecting well falls in the water discharge method, and described french drain pipe is the gutter that is embedded in the trench, and gutter is provided with the infiltration hole; The bottom of trench is a back fill course, it above the back fill course fine-stone concrete bed course, it above the fine-stone concrete bed course rubble packed layer, gutter is placed on above the rubble packed layer, and then gutter is covered with the rubble packed layer, worker's cloth separation layer that spreads a layer of clay above the rubble packed layer is the fine-stone concrete bed course topmost.
Dewatering installation falls in of the present invention a kind of deep foundation ditch french drain collecting well of Gou Jianing according to the method described above, comprises being located between outer wall of basement and the pattern foundation pit supporting structure catchwater is set, and is provided with the french drain pipe below the catchwater; Comprise being located at and the french drain pipe is set below the inboard base plate of outer wall of basement; The french drain pipe that is provided with below the catchwater below the inboard base plate of french drain pipe and outer wall of basement is communicated with, and the french drain pipe in the outer wall of basement inboard is provided with interim collecting well with the position that overlaps of basement post-pouring zone; On basement post-pouring zone, be provided with more than one spilled water hole.
In the aforementioned means, described french drain pipe comprises the gutter that is located in the trench, and gutter is provided with the infiltration hole; The gutter bottom is provided with rubble packed layer, fine-stone concrete bed course and back fill course from top to bottom successively; The gutter top is provided with rubble packed layer, geotextiles separation layer and fine-stone concrete bed course from the bottom to top successively.
Compared with prior art, the present invention constructs simply, and moulding is quick.In effective dewatering, the actual conditions that the basement periphery can't dewatering construction have also been solved, and solved the work that draining falls in later stage unnecessary water body to a great extent, be convenient to the construction of outer wall of basement ater-casting, solved the problem that traditional handicraft ater-casting construction ponding can't be handled.Realize base plate cushion construction in advance, avoided the various matching program work holdup phenomenons that cause the multiple operation intersection to bring because of simultaneous construction.The difficulty of construction of basement bottom board reduces, the engineering time of base plate is shortened dramatically, construction and construction cost have been saved, what is more important, guaranteed the safety of foundation ditch retaining wall, the shortening in basement construction cycle when guaranteeing whole foundation ditch safety, has also guaranteed neighboring buildings and environmentAL safety.
Description of drawings
Fig. 1 is a structural representation of the present invention;
Fig. 2 is the structural representation of french drain pipe;
Fig. 3 is the structural representation of catchwater.
Being labeled as in the accompanying drawing: 1-outer wall of basement, 2-pattern foundation pit supporting structure, 3-catchwater, 4-geotextiles separation layer, 5-spilled water hole, 6-french drain pipe, 7-interim collecting well, 8-basement post-pouring zone, 9-trench, 10-gutter, the 11-hole of seeping water, 12-back fill course, 13-fine-stone concrete bed course, 14-rubble packed layer.
The specific embodiment
The present invention is described in further detail below in conjunction with drawings and Examples, but not as any limitation of the invention.
Embodiment.
The present invention as shown in figures 1 and 3.Water discharge method falls in a kind of deep foundation ditch french drain collecting well, and this method is between outer wall of basement 1 and pattern foundation pit supporting structure 2 catchwater 3 to be set, and french drain pipe 6 is set below catchwater 3; French drain pipe 6 is set below the base plate of outer wall of basement 1 inboard; French drain pipe 6 intercommunications of the french drain pipe 6 of outer wall of basement 1 inboard below catchwater 3; French drain pipe 6 in outer wall of basement 1 inboard is provided with interim collecting well 7 with the position that overlaps of basement post-pouring zone 8; Along basement post-pouring zone 8 spilled water hole 5 is set at interval; The outer ponding of basement is introduced interim collecting well 7 by catchwater 3 and french drain pipe 6; The outer ponding of basement is introduced interim collecting well 7 by spilled water hole 5, will concentrate on interim collecting well 7 ponding by water pump and efflux.
Described french drain pipe 6 as shown in Figure 2, french drain pipe 6 is the gutters 10 that are embedded in 9 li of trenches, gutter 10 be provided with the infiltration hole 11; The bottom of trench 9 is a back fill course 12, it above the back fill course 12 fine-stone concrete bed course 13, it above the fine-stone concrete bed course 13 rubble packed layer 14, gutter 10 is placed on above the rubble packed layer 14, and then gutter 10 is covered with rubble packed layer 14, the worker's cloth separation layer 4 that spreads a layer of clay above the rubble packed layer 14 is a fine-stone concrete bed course 13 topmost.Described interim collecting well 7 adopts brick building, and plasters at outside water silt particle slurry.
Fall the device that water discharge method makes up according to aforementioned deep foundation ditch french drain collecting well, as shown in Figure 1, comprise being located between outer wall of basement 1 and the pattern foundation pit supporting structure 2 catchwater 3 is set, be provided with french drain pipe 6 below the catchwater 3; Comprise being located at and french drain pipe 6 is set below the outer wall of basement 1 inboard base plate; Be provided with french drain pipe 6 below the catchwater 3 and be communicated with french drain pipe 6 below the outer wall of basement 1 inboard base plate, the french drain pipe 6 in outer wall of basement 1 inboard is provided with interim collecting well 7 with the position that overlaps of basement post-pouring zone 8; On basement post-pouring zone 8, be provided with more than one spilled water hole 5.Described french drain pipe 6 as shown in Figure 2, french drain pipe 6 comprises the gutter 10 that is located in the trench 9, gutter 10 is provided with infiltration hole 11; Gutter 10 bottoms are provided with rubble packed layer 14, fine-stone concrete bed course 13 and back fill course 12 from top to bottom successively; Gutter 10 tops are provided with rubble packed layer 14, geotextiles separation layer 4 and fine-stone concrete bed course 13 from the bottom to top successively.
During concrete construction, can carry out construction of the present invention earlier before constructing basement bottom board, a circle french drain pipe 6 is constructed in the inboard and the outside of the outer wall of basement 1 that requires at drawing respectively, and the french drain pipe 6 in the outside in the basement is communicated with.Expectation is provided with the position of ater-casting and constructs interim collecting well 7, and then constructs basement bottom board and exterior wall.Principle of the present invention is: the ponding in the outer wall of basement outside is concentrated the french drain pipe 6 that flows into the basement bottom board bottom by catchwater 3, ponding in the basement is concentrated through spilled water hole 5 and is flowed into base plate bottom french drain pipe 6, ignorant of the economics sewer pipe 6 causes the interim collecting well 7 at basement post-pouring zone 8 positions then, use water pump to extract ponding out and efflux, after main body construction finishes, take to build the interim collecting well of shutoff with the technology of constructing in the ater-casting.The collecting well material adopts by on-site actual situations.The water body of collecting well can adopt submersible sewage pump extraction foundation ditch and efflux.
Claims (5)
1. water discharge method falls in a deep foundation ditch french drain collecting well, it is characterized in that: this method is between outer wall of basement (1) and pattern foundation pit supporting structure (2) catchwater (3) to be set, and french drain pipe (6) is set below catchwater (3); Below the base plate of outer wall of basement (1) inboard, french drain pipe (6) is set; French drain pipe (6) intercommunication of french drain pipe (6) below catchwater (3) that outer wall of basement (1) is inboard; The french drain pipe (6) inboard at outer wall of basement (1) is provided with interim collecting well (7) with the position that overlaps of basement post-pouring zone (8); Along basement post-pouring zone (8) spilled water hole (5) is set at interval; The outer ponding of basement is introduced interim collecting well (7) by catchwater (3) and french drain pipe (6); The outer ponding of basement is introduced interim collecting well (7) by spilled water hole (5), will concentrate on interim collecting well (7) ponding by water pump and efflux.
2. fall water discharge method according to the described deep foundation ditch french drain of claim 1 collecting well, it is characterized in that: described french drain pipe (6) is the gutter (10) that is embedded in trench (9) lining, and gutter (10) is provided with infiltration hole (11); The bottom of trench (9) is back fill course (12), above the back fill course (12) fine-stone concrete bed course (13), above the fine-stone concrete bed course (13) rubble packed layer (14), gutter (10) is placed on above the rubble packed layer (14), and then gutter (10) is covered with rubble packed layer (14), the worker's cloth separation layer (4) that spreads a layer of clay above the rubble packed layer (14) is fine-stone concrete bed course (13) topmost.
3. fall water discharge method according to the described deep foundation ditch french drain of claim 1 collecting well, it is characterized in that: described interim collecting well (7) adopts brick building, and plasters at outside water silt particle slurry.
4. dewatering installation falls in a deep foundation ditch french drain collecting well, it is characterized in that: comprise being located between outer wall of basement (1) and the pattern foundation pit supporting structure (2) catchwater (3) is set, be provided with french drain pipe (6) below the catchwater (3); Comprise being located at and french drain pipe (6) is set below the inboard base plate of outer wall of basement (1); Be provided with french drain pipe (6) below the catchwater (3) and be communicated with french drain pipe (6) below the inboard base plate of outer wall of basement (1), the french drain pipe (6) inboard at outer wall of basement (1) is provided with interim collecting well (7) with the position that overlaps of basement post-pouring zone (8); On basement post-pouring zone (8), be provided with more than one spilled water hole (5).
5. dewatering installation falls in deep foundation ditch french drain collecting well according to claim 4, it is characterized in that: described french drain pipe (6) comprises the gutter (10) that is located in the trench (9), and gutter (10) is provided with infiltration hole (11); Gutter (10) bottom is provided with rubble packed layer (14), fine-stone concrete bed course (13) and back fill course (12) from top to bottom successively; Gutter (10) top is provided with rubble packed layer (14), geotextiles separation layer (4) and fine-stone concrete bed course (13) from the bottom to top successively.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201110002790 CN102116033B (en) | 2011-01-07 | 2011-01-07 | Method and device for dewatering and draining water collecting well of blind drain of deep foundation pit |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN 201110002790 CN102116033B (en) | 2011-01-07 | 2011-01-07 | Method and device for dewatering and draining water collecting well of blind drain of deep foundation pit |
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| CN102116033A true CN102116033A (en) | 2011-07-06 |
| CN102116033B CN102116033B (en) | 2012-04-18 |
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| CN 201110002790 Expired - Fee Related CN102116033B (en) | 2011-01-07 | 2011-01-07 | Method and device for dewatering and draining water collecting well of blind drain of deep foundation pit |
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Cited By (17)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102418347A (en) * | 2011-09-27 | 2012-04-18 | 天津住宅集团建设工程总承包有限公司 | Drainage construction method for blind drain and sump wells in deep foundation pit |
| CN102433865A (en) * | 2012-01-10 | 2012-05-02 | 黄河勘测规划设计有限公司 | Construction method for upstream-side wall body of semi-underground power station plant |
| CN102747739A (en) * | 2012-08-01 | 2012-10-24 | 中天建设集团有限公司 | Blind ditch structure for preventing float of bottom plate |
| CN103046565A (en) * | 2011-10-17 | 2013-04-17 | 五冶集团上海有限公司 | Draining method for ultra-deep batholith deep foundation pit |
| CN103410139A (en) * | 2013-08-20 | 2013-11-27 | 深圳市市政工程总公司 | Backfill compacting method of narrow region of foundation pit |
| CN103628490A (en) * | 2013-12-16 | 2014-03-12 | 广东省建工设计院 | Underground water level precision adjustment system on earthen archaeological site |
| CN103643689A (en) * | 2013-12-06 | 2014-03-19 | 上海申元岩土工程有限公司 | Pipe type underground water drainage blind ditch and construction technology and application thereof |
| CN103938639A (en) * | 2014-05-12 | 2014-07-23 | 中国二十二冶集团有限公司 | Waterproof flow diversion seepage-proofing construction method under the condition that water seepage occurs at base plate guide wall position |
| CN104532865A (en) * | 2014-12-16 | 2015-04-22 | 中启胶建集团有限公司 | Underground blind ditch and permanent water-collecting well comprehensive dewatering system applied to basement |
| CN105672334A (en) * | 2016-01-19 | 2016-06-15 | 中国十九冶集团有限公司 | Sectional type roadbed water retaining construction method for low-lying terrain area by adopting water retaining plates |
| CN106088124A (en) * | 2016-07-28 | 2016-11-09 | 中国建筑第四工程局有限公司 | A kind of deep basal pit base plate exterior wall blind drainage secondary utilization method and structure |
| CN106592756A (en) * | 2017-01-23 | 2017-04-26 | 中国建筑第四工程局有限公司 | Karst region step-type basement water drainage structure and construction method thereof |
| CN108625404A (en) * | 2018-05-02 | 2018-10-09 | 中国中元国际工程有限公司 | Based on slip casting and the inside and outside basement waterproofing blocking method for dredging combination |
| CN110424428A (en) * | 2019-07-30 | 2019-11-08 | 瑞洲建设集团有限公司 | The construction method of the comprehensive Yield rainfall relation system of deep basal pit |
| CN112609720A (en) * | 2020-12-04 | 2021-04-06 | 中建五局土木工程有限公司 | Precipitation construction method suitable for deep foundation pit of high-pressure-bearing water-rich karst stratum |
| CN113089681A (en) * | 2021-04-23 | 2021-07-09 | 中建八局第一建设有限公司 | Waterproof invasion structure of deep foundation pit base concrete cushion layer and construction method |
| CN114134920A (en) * | 2021-11-19 | 2022-03-04 | 珠海华发人居生活研究院有限公司 | Post-cast strip advanced sealing construction method |
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Cited By (25)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102418347B (en) * | 2011-09-27 | 2013-10-23 | 天津住宅集团建设工程总承包有限公司 | Drainage construction method for blind drain and sump wells in deep foundation pit |
| CN102418347A (en) * | 2011-09-27 | 2012-04-18 | 天津住宅集团建设工程总承包有限公司 | Drainage construction method for blind drain and sump wells in deep foundation pit |
| CN103046565B (en) * | 2011-10-17 | 2015-05-06 | 五冶集团上海有限公司 | Draining method for ultra-deep batholith deep foundation pit |
| CN103046565A (en) * | 2011-10-17 | 2013-04-17 | 五冶集团上海有限公司 | Draining method for ultra-deep batholith deep foundation pit |
| CN102433865A (en) * | 2012-01-10 | 2012-05-02 | 黄河勘测规划设计有限公司 | Construction method for upstream-side wall body of semi-underground power station plant |
| CN102747739A (en) * | 2012-08-01 | 2012-10-24 | 中天建设集团有限公司 | Blind ditch structure for preventing float of bottom plate |
| CN103410139A (en) * | 2013-08-20 | 2013-11-27 | 深圳市市政工程总公司 | Backfill compacting method of narrow region of foundation pit |
| CN103410139B (en) * | 2013-08-20 | 2015-08-26 | 深圳市市政工程总公司 | Foundation ditch narrow zone backfill densification process |
| CN103643689A (en) * | 2013-12-06 | 2014-03-19 | 上海申元岩土工程有限公司 | Pipe type underground water drainage blind ditch and construction technology and application thereof |
| CN103643689B (en) * | 2013-12-06 | 2015-08-12 | 上海申元岩土工程有限公司 | A kind of pipe type underground water drainage blind ditch and construction technology thereof and application |
| CN103628490A (en) * | 2013-12-16 | 2014-03-12 | 广东省建工设计院 | Underground water level precision adjustment system on earthen archaeological site |
| CN103628490B (en) * | 2013-12-16 | 2016-01-06 | 广东省建工设计院 | Underground water level precision adjustment system on earthen archaeological site |
| CN103938639A (en) * | 2014-05-12 | 2014-07-23 | 中国二十二冶集团有限公司 | Waterproof flow diversion seepage-proofing construction method under the condition that water seepage occurs at base plate guide wall position |
| CN103938639B (en) * | 2014-05-12 | 2016-02-17 | 中国二十二冶集团有限公司 | Base plate leads the Water separating flow-guiding Seepage method under wall place infiltration situation |
| CN104532865A (en) * | 2014-12-16 | 2015-04-22 | 中启胶建集团有限公司 | Underground blind ditch and permanent water-collecting well comprehensive dewatering system applied to basement |
| CN105672334B (en) * | 2016-01-19 | 2017-11-24 | 中国十九冶集团有限公司 | Sectional type roadbed water retaining construction method for low-lying terrain area by adopting water retaining plates |
| CN105672334A (en) * | 2016-01-19 | 2016-06-15 | 中国十九冶集团有限公司 | Sectional type roadbed water retaining construction method for low-lying terrain area by adopting water retaining plates |
| CN106088124A (en) * | 2016-07-28 | 2016-11-09 | 中国建筑第四工程局有限公司 | A kind of deep basal pit base plate exterior wall blind drainage secondary utilization method and structure |
| CN106592756A (en) * | 2017-01-23 | 2017-04-26 | 中国建筑第四工程局有限公司 | Karst region step-type basement water drainage structure and construction method thereof |
| CN108625404A (en) * | 2018-05-02 | 2018-10-09 | 中国中元国际工程有限公司 | Based on slip casting and the inside and outside basement waterproofing blocking method for dredging combination |
| CN108625404B (en) * | 2018-05-02 | 2021-05-28 | 中国中元国际工程有限公司 | Basement waterproof leaking stoppage method based on grouting and internal and external dredging combination |
| CN110424428A (en) * | 2019-07-30 | 2019-11-08 | 瑞洲建设集团有限公司 | The construction method of the comprehensive Yield rainfall relation system of deep basal pit |
| CN112609720A (en) * | 2020-12-04 | 2021-04-06 | 中建五局土木工程有限公司 | Precipitation construction method suitable for deep foundation pit of high-pressure-bearing water-rich karst stratum |
| CN113089681A (en) * | 2021-04-23 | 2021-07-09 | 中建八局第一建设有限公司 | Waterproof invasion structure of deep foundation pit base concrete cushion layer and construction method |
| CN114134920A (en) * | 2021-11-19 | 2022-03-04 | 珠海华发人居生活研究院有限公司 | Post-cast strip advanced sealing construction method |
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