CN203668969U - Reinforcing waterproof structure of underground diaphragm wall - Google Patents
Reinforcing waterproof structure of underground diaphragm wall Download PDFInfo
- Publication number
- CN203668969U CN203668969U CN201320817964.6U CN201320817964U CN203668969U CN 203668969 U CN203668969 U CN 203668969U CN 201320817964 U CN201320817964 U CN 201320817964U CN 203668969 U CN203668969 U CN 203668969U
- Authority
- CN
- China
- Prior art keywords
- diaphragm wall
- section
- piles
- axle agitation
- wall
- 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
Links
Images
Landscapes
- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
The utility model belongs to the technical field of building construction, and particularly relates to a reinforcing waterproof structure of an underground diaphragm wall. The supporting and reinforcing waterproof structure comprises supporting and reinforcing sections and reinforcing waterproof sections, wherein the supporting and reinforcing sections are arranged on a wall body, without joints, of the underground diaphragm wall, and each supporting and reinforcing section is formed by a single row of triaxial mixing piles arranged on the inner side of an underground diaphragm wall pit and a triaxial mixing pile set arranged on the outer side of the underground diaphragm wall pit; each reinforcing waterproof section is arranged on the joint between every two adjacent groove sections of the underground diaphragm wall, each reinforcing waterproof section comprises a single row of triaxial mixing piles arranged on the inner side of the underground diaphragm wall pit and high-pressure jet grouting piles which are arranged on the outer sides of joint pits in parallel and used for sealing, and further comprises triaxial mixing piles lapped on the outer sides of high-pressure jet grouting pile pits in a sealed mode. The reinforcing waterproof structure of the underground diaphragm wall not only substantially improves the supporting effect of the underground diaphragm wall, but also ensures that the underground diaphragm wall has good water stopping and anti-seepage effects.
Description
Technical field
The utility model belongs to technical field of building construction, is specifically related to a kind of diaphragm wall and reinforces waterproof construction.
Background technology
Diaphragm wall has that the rigidity of structure is large, the feature of globality, impermeability and good endurance, can be used as permanent retaining soil and water and load-carrying members; Can adapt to construction environment and the hydrogeological conditions of various complexity, can construct near existing building, basic noiselessness, shockproof when construction is less on adjacent structure and underground utilities impact; Can build the subterranean wall of the various degree of depth, width and profile.Owing to thering is a series of advantage, so diaphragm wall obtains applying more and more widely in city underground and deep foundation engineering.
But, than the job site of comparatively dense, how under the prerequisite of guaranteeing surrounding buildings safety, to carry out the construction of diaphragm wall for building, be a stubborn problem; And if this builds than the job site underground water of comparatively dense compared with horn of plenty, also easily there is percolating water phenomenon in the body of wall of diaphragm wall so after soil excavation, the seam crossing of each groove section of diaphragm wall is the multiple position of seepage especially, if effectively prevention and control of wall leakage, can, to the safety of foundation ditch surrounding enviroment, even produce greatly harm to the safety of foundation ditch.Therefore how before soil excavation, to carry out the support reinforcement of diaphragm wall and waterproof only the work of oozing be to design and construct to make great efforts a difficult problem solving all the time.
Summary of the invention
The purpose of this utility model is to provide a kind of diaphragm wall and reinforces waterproof construction, and this support reinforcement waterproof construction has not only increased substantially the supporting effect of diaphragm wall, has also guaranteed that diaphragm wall has good sealing anti-seepage effect simultaneously.
For achieving the above object, the technical scheme that the utility model adopts is: a kind of diaphragm wall is reinforced waterproof construction, this support reinforcement waterproof construction comprises support reinforcement section and reinforces waterproof section, and support reinforcement section arranges and overlaps along the body of wall length direction interval of diaphragm wall with reinforcing waterproof section;
Described support reinforcement section is arranged on the body of wall place that does not have jointed diaphragm wall, and support reinforcement section forms by being arranged on the single three axle agitation piles of diaphragm wall hole inner side and being arranged on the three axle agitation pile groups that three axle agitation piles of many rows parallel arrangement in outside, diaphragm wall hole form, and described single three axle agitation piles and three axle agitation pile groups are all extended continuously along the body of wall length direction of diaphragm wall;
Described reinforcing waterproof section is arranged on the seam crossing between the adjacent slot section of diaphragm wall, and reinforce waterproof section and comprise that being arranged on diaphragm wall cheats the single three axle agitation piles of inner side and be arranged on seam the high-pressure rotary jet grouting pile for sealing of cheating at least two parallel arrangements in outside, described reinforcing waterproof section also comprises sealing establishes at least one row three axle agitation piles that are overlapped on outside, high-pressure rotary jet grouting pile hole.
The utility model can also be able to further realization by following technical measures:
Preferably, the spacing between described single three axle agitation piles or three axle agitation pile groups and diaphragm wall body of wall is 10～20 centimetres; In described three axle agitation pile groups, the lap length between two row's three axle agitation piles adjacent one another are is not less than 10 centimetres.
Further, the lap length between described two row's three axle agitation piles adjacent one another are is 20 centimetres.
Preferably, the stake diameter of described each high-pressure rotary jet grouting pile is 800mm, the lap length of two adjacent high-pressure rotary jet grouting piles be at least single high-pressure rotary jet grouting pile stake diameter 1/4th, the lap length of high-pressure rotary jet grouting pile and diaphragm wall be at least single high-pressure rotary jet grouting pile diameter 1/4th.
The beneficial effects of the utility model are:
1), the utility model is by support reinforcement section and reinforce waterproof section and form, wherein support reinforcement section is arranged on the body of wall place that does not have jointed diaphragm wall, and reinforces waterproof Duan Ze and be arranged on the seam crossing of diaphragm wall.
Support reinforcement section is provided with single three axle agitation piles in the inner side, hole of diaphragm wall, and in the hole of diaphragm wall arranged outside double three axle agitation piles, wherein the stake top of double three axle agitation piles and the wall top of diaphragm wall are concordant, and the stake end of double three axle agitation piles reaches middle weathered layer; This design can effectively prevent the infiltration of caving in of soil at both sides and underground water in the time of continuous wall trench underground, guarantees the safety of construction of diaphragm wall stage surrounding enviroment.The i.e. three axle agitation piles formation water-stop curtain outside the hole of diaphragm wall of triaxial cement mixing pile simultaneously, and born part and kept off native function, increase the rigidity of diaphragm wall, play the effect of permanent gear soil and sealing.
Because the seam crossing of each groove section of diaphragm wall is the position occurred frequently and multiple of seepage, therefore the utility model in the hole of seam arranged outside the high-pressure rotary jet grouting pile for sealing of two parallel arrangements, be provided with again row's three axle agitation piles in the outside, hole of high-pressure rotary jet grouting pile simultaneously, thereby not only ensure the support reinforcement effect of the seam crossing of each groove section of diaphragm wall, also seal the infiltration path of seam crossing, guaranteed the sealing anti-seepage effect of seam crossing.
2), the utility model has adopted the combination three axle agitation pile structures of optimizing: the three axle agitation piles in outside, hole have the effect of gear soil, sealing, protection surrounding enviroment, rigidity is larger, and adopt double lattice layout, the stake top of three axle agitation piles is concordant with diaphragm wall, and the stake end of three axle agitation piles reaches middle weathered layer; Three axle agitation piles of inner side, hole only have the effect of the collapse hole of preventing, and must cut after construction of diaphragm wall completes, thereby are conventionally arranged as single stake, and by its long being controlled within the scope of the easy soil layers that collapse hole occurs such as fine sand layer.
3), combination three axle agitation piles and the high-pressure rotary jet grouting pile in the utility model is fitted to each other, take full advantage of the feature of agitation pile, reduce the security risk of foundation pit construction stage and operational phase, save to greatest extent again material simultaneously, reduce the cost of supporting, can be widely used in that the excavation of foundation pit degree of depth is large, the Diaphragm Wall Support Structure of geological conditions and surrounding enviroment complexity.
Brief description of the drawings
Fig. 1 is the structural representation that the diaphragm wall in the utility model is reinforced waterproof construction.
Fig. 2 is the support reinforcement waterproof construction schematic diagram of diaphragm wall seam crossing.
In figure, the implication of mark is as follows:
20-diaphragm wall 20A-left groove section 20B-right groove section
30-single three axle agitation pile 40-three axle agitation pile group 50-high-pressure rotary jet grouting piles
60-seam line L, 2-lap length
Spacing between L3-tri-axle agitation pile and diaphragm wall body of wall
The lap length of L4-high-pressure rotary jet grouting pile and diaphragm wall
Lap length between a L5-two adjacent high-pressure rotary jet grouting pile
Detailed description of the invention
Below in conjunction with specific embodiment, the support reinforcement waterproof construction in the utility model is elaborated.
Shown in Fig. 1, be the support reinforcement section in the utility model, described support reinforcement section is arranged on the body of wall place that does not have jointed diaphragm wall.Support reinforcement section is cheated the single three axle agitation piles 30 of inner side and is arranged on diaphragm wall 20 and cheat the three axle agitation pile groups 40 that three axle agitation piles of two row's parallel arrangements in outside form and form by being arranged on diaphragm wall 20, and described single three axle agitation piles 30 and three axle agitation pile groups 40 are all extended continuously along the body of wall length direction of diaphragm wall 20.
Spacing L3 between described single three axle agitation piles 30 or three axle agitation pile groups 40 and diaphragm wall 20 bodies of wall is 10 centimetres; In described three axle agitation pile groups 40, the lap length L2 between two row's three axle agitation piles adjacent one another are is 20 centimetres.
Shown in Fig. 2, be the reinforcing waterproof section in the utility model, described reinforcing waterproof section is arranged on seam 60 places between left groove section 20A and the right groove section 20B of diaphragm wall.Described reinforcing waterproof section comprises the single three axle agitation piles 30 that are arranged on inner side, diaphragm wall 20 hole and the high-pressure rotary jet grouting pile 50 for sealing that is arranged on two parallel arrangements in seam 60 outsides, hole, and described reinforcing waterproof section also comprises that envelope establishes the row's three axle agitation piles 30 that are overlapped on high-pressure rotary jet grouting pile 50 outsides, hole.
The stake diameter of described each high-pressure rotary jet grouting pile 50 is 800mm, and the lap length L5 between two adjacent high-pressure rotary jet grouting piles 50 is 200mm, and the center distance of two adjacent high-pressure rotary jet grouting piles 50 is 600mm; High-pressure rotary jet grouting pile 50 is 200mm with the lap length L4 of diaphragm wall 20.
Described support reinforcement section and reinforcing waterproof section arrange along the body of wall length direction interval of diaphragm wall, and between adjacent support reinforcement section and reinforcing waterproof section, overlap joint is interlocked each other, thereby forms a complete support reinforcement waterproof construction.
Claims (4)
1. diaphragm wall is reinforced a waterproof construction, it is characterized in that:
This support reinforcement waterproof construction comprises support reinforcement section and reinforces waterproof section, and support reinforcement section arranges and overlaps along the body of wall length direction interval of diaphragm wall with reinforcing waterproof section;
Described support reinforcement section is arranged on the body of wall place that does not have jointed diaphragm wall, and support reinforcement section cheats by being arranged on the single three axle agitation piles (30) of inner side, diaphragm wall (20) hole and being arranged on diaphragm wall (20) three axle agitation pile groups (40) formations that three axle agitation piles of many rows parallel arrangement in outside form, and described single three axle agitation piles (30) and three axle agitation pile groups (40) are all extended continuously along the body of wall length direction of diaphragm wall (20);
The seam (60) that described reinforcing waterproof section is arranged between the adjacent slot section of diaphragm wall is located, and reinforcing waterproof section comprises the high-pressure rotary jet grouting pile (50) for sealing that is arranged on the single three axle agitation piles (30) of inner side, diaphragm wall (20) hole and is arranged at least two parallel arrangements in outside, seam (60) hole, described reinforcing waterproof section also comprises sealing establishes at least one row three axle agitation piles (30) that are overlapped on outside, high-pressure rotary jet grouting pile (50) hole.
2. diaphragm wall according to claim 1 is reinforced waterproof construction, it is characterized in that: the spacing (L3) between described single three axle agitation piles (30) or three axle agitation pile groups (40) and diaphragm wall (20) body of wall is 10～20 centimetres; In described three axle agitation pile groups (40), the lap length (L2) between two row's three axle agitation piles adjacent one another are is not less than 10 centimetres.
3. diaphragm wall according to claim 1 and 2 is reinforced waterproof construction, it is characterized in that: the lap length (L2) between described two row's three axle agitation piles adjacent one another are is 20 centimetres.
4. diaphragm wall according to claim 1 and 2 is reinforced waterproof construction, it is characterized in that: the stake diameter of described each high-pressure rotary jet grouting pile (50) is 800mm, the lap length of two adjacent high-pressure rotary jet grouting piles (50) be at least single high-pressure rotary jet grouting pile (50) stake diameter 1/4th, the lap length of high-pressure rotary jet grouting pile (50) and diaphragm wall (20) be at least single high-pressure rotary jet grouting pile (50) stake diameter 1/4th.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320817964.6U CN203668969U (en) | 2013-12-12 | 2013-12-12 | Reinforcing waterproof structure of underground diaphragm wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201320817964.6U CN203668969U (en) | 2013-12-12 | 2013-12-12 | Reinforcing waterproof structure of underground diaphragm wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN203668969U true CN203668969U (en) | 2014-06-25 |
Family
ID=50965285
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201320817964.6U Expired - Fee Related CN203668969U (en) | 2013-12-12 | 2013-12-12 | Reinforcing waterproof structure of underground diaphragm wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN203668969U (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104674862A (en) * | 2015-01-28 | 2015-06-03 | 中铁十六局集团北京轨道交通工程建设有限公司 | Method for repairing underground diaphragm wall after jamming of hydraulic grab |
| CN105862872A (en) * | 2016-04-05 | 2016-08-17 | 中铁十局集团第四工程有限公司 | Deep foundation pit support structure joint water stop construction method |
| CN105926668A (en) * | 2016-06-23 | 2016-09-07 | 程华清 | Construction method of partition wall between ultradeep foundation pit and place near dangerous building |
| CN106120805A (en) * | 2016-06-23 | 2016-11-16 | 程华清 | The construction method of the ultra-deep foundation pit supporting under dilapidated house environment |
| CN106120828A (en) * | 2016-06-23 | 2016-11-16 | 程华清 | A kind of Sandwich biscuit type curtain water stop construction method of diaphragm wall |
| CN106381864A (en) * | 2016-08-31 | 2017-02-08 | 中天建设集团有限公司天津分公司 | Cell wall strengthening method for underground diaphragm wall |
| CN110080309A (en) * | 2019-05-15 | 2019-08-02 | 广州穗岩土木科技股份有限公司 | A kind of processing method of underground continuous wall connector waterproof |
| CN115075252A (en) * | 2021-03-10 | 2022-09-20 | 中交二航局成都城市建设工程有限公司 | Leakage-proof device at joint of auxiliary enclosure structure and construction method thereof |
-
2013
- 2013-12-12 CN CN201320817964.6U patent/CN203668969U/en not_active Expired - Fee Related
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104674862A (en) * | 2015-01-28 | 2015-06-03 | 中铁十六局集团北京轨道交通工程建设有限公司 | Method for repairing underground diaphragm wall after jamming of hydraulic grab |
| CN105862872A (en) * | 2016-04-05 | 2016-08-17 | 中铁十局集团第四工程有限公司 | Deep foundation pit support structure joint water stop construction method |
| CN105926668A (en) * | 2016-06-23 | 2016-09-07 | 程华清 | Construction method of partition wall between ultradeep foundation pit and place near dangerous building |
| CN106120805A (en) * | 2016-06-23 | 2016-11-16 | 程华清 | The construction method of the ultra-deep foundation pit supporting under dilapidated house environment |
| CN106120828A (en) * | 2016-06-23 | 2016-11-16 | 程华清 | A kind of Sandwich biscuit type curtain water stop construction method of diaphragm wall |
| CN106120805B (en) * | 2016-06-23 | 2019-09-13 | 程华清 | The construction method of ultra-deep foundation pit supporting under dilapidated house environment |
| CN106381864A (en) * | 2016-08-31 | 2017-02-08 | 中天建设集团有限公司天津分公司 | Cell wall strengthening method for underground diaphragm wall |
| CN110080309A (en) * | 2019-05-15 | 2019-08-02 | 广州穗岩土木科技股份有限公司 | A kind of processing method of underground continuous wall connector waterproof |
| CN115075252A (en) * | 2021-03-10 | 2022-09-20 | 中交二航局成都城市建设工程有限公司 | Leakage-proof device at joint of auxiliary enclosure structure and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN203668969U (en) | Reinforcing waterproof structure of underground diaphragm wall | |
| CN103758134B (en) | A kind of construction method combining Double-row Piles Support system | |
| CN103726513B (en) | Joint waterproof structure of underground diaphragm wall and construction method thereof | |
| CN104099943B (en) | Diaphram wall and discarded underground civil defense engineering intersection processing method | |
| CN102720381B (en) | Elevator-type underground stereo garage shaft and construction method thereof | |
| CN203213124U (en) | Steel sheet pile and cement-mixed pile combined support | |
| CN102286984A (en) | Water-stop curtain and construction method thereof | |
| CN202626978U (en) | Cemented soil secant pile group, diaphragm wall constituted by same and building foundation pit support system constituted by cemented soil secant pile group | |
| CN104674827A (en) | Novel totally-closed water stopping system for water-rich stratum foundation pit and construction method of novel totally-closed water stopping system | |
| CN103806449B (en) | A kind of foundation pit supporting construction | |
| CN107288135A (en) | A kind of inter-pile soil reinforcement means of foundation ditch Double-row Piles Support | |
| CN102966072B (en) | Construction method for treating widened and heightened engineering joint surfaces of dikes on soft clay foundation | |
| CN208346835U (en) | Environmental type earth-rock cofferdam structure | |
| CN101725155A (en) | Multi-direction rotary jetting stirring grouting reinforcement construction method for constructing underground structure and soil body by cover excavation and underground excavation and supporting structure thereof | |
| CN204530730U (en) | The novel closed cutting off water system of a kind of water rich strata foundation ditch | |
| CN201762710U (en) | Pile-wall combined enclosing structure for offshore deep foundation pit | |
| CN102966110A (en) | Vertically-combined type impermeable waterproof curtain structure and construction method thereof | |
| CN105464685A (en) | Cave-pile method bored tunnel waterproof curtain and construction method thereof | |
| CN202194149U (en) | Water-proof curtain | |
| CN202482882U (en) | Vertical composite curtain of sanitary rubbish landfill | |
| CN107012871A (en) | A kind of suspension type goes along with sb. to guard him the deep reversed construction method for greatly enhancing foundation ditch fabricated construction | |
| CN104499495A (en) | Waterproof curtain wall for foundation pit | |
| CN203668976U (en) | Waterproof structure for joints of underground diaphragm walls | |
| CN202954371U (en) | Vertical combined type seepage-proofing waterproof curtain structure | |
| CN105256811B (en) | Construction method for foundation pit supporting and protecting through sheet pile supporting structure with water stopping function |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CP02 | Change in the address of a patent holder |
Address after: Lake Road in Shushan District of Hefei City, Anhui Province, No. 567 230000 Patentee after: ANHUI INSTITUTE OF BUILDING RESEARCH & DESIGN Address before: 230001 No. 28 South Road, Luyang District, Anhui, Hefei Patentee before: ANHUI INSTITUTE OF BUILDING RESEARCH & DESIGN |
|
| CP02 | Change in the address of a patent holder | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20140625 Termination date: 20211212 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |