CN202194149U - Waterproof curtain - Google Patents
Waterproof curtain Download PDFInfo
- Publication number
- CN202194149U CN202194149U CN2011201717988U CN201120171798U CN202194149U CN 202194149 U CN202194149 U CN 202194149U CN 2011201717988 U CN2011201717988 U CN 2011201717988U CN 201120171798 U CN201120171798 U CN 201120171798U CN 202194149 U CN202194149 U CN 202194149U
- Authority
- CN
- China
- Prior art keywords
- piles
- pile
- construction
- sleeve
- water
- 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
- 238000010276 construction Methods 0.000 abstract description 33
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 6
- 238000005516 engineering process Methods 0.000 abstract description 5
- 239000004576 sand Substances 0.000 abstract description 5
- 238000000034 method Methods 0.000 abstract description 4
- 238000009412 basement excavation Methods 0.000 abstract description 3
- 239000002689 soil Substances 0.000 abstract description 3
- 238000005452 bending Methods 0.000 abstract description 2
- 230000007547 defect Effects 0.000 abstract description 2
- 230000002093 peripheral effect Effects 0.000 abstract description 2
- 239000011150 reinforced concrete Substances 0.000 abstract description 2
- 238000005553 drilling Methods 0.000 abstract 2
- 238000004080 punching Methods 0.000 abstract 2
- 239000002002 slurry Substances 0.000 abstract 1
- 239000004567 concrete Substances 0.000 description 9
- 230000010412 perfusion Effects 0.000 description 4
- 238000007789 sealing Methods 0.000 description 4
- 229910000831 Steel Inorganic materials 0.000 description 2
- 239000004568 cement Substances 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 239000011440 grout Substances 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000015572 biosynthetic process Effects 0.000 description 1
- 238000009435 building construction Methods 0.000 description 1
- 238000004140 cleaning Methods 0.000 description 1
- 239000003673 groundwater Substances 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 238000000465 moulding Methods 0.000 description 1
- 230000000979 retarding effect Effects 0.000 description 1
Images
Landscapes
- Piles And Underground Anchors (AREA)
Abstract
The waterproof curtain provided by the embodiment of the utility model comprises sleeve cast-in-place piles arranged at certain intervals along the foundation pit wall and jet grouting piles arranged between two adjacent sleeve cast-in-place piles and meshed with the sleeve cast-in-place piles, and the waterproof curtain is formed outside the foundation pit wall by meshing the sleeve cast-in-place piles and the jet grouting piles, so that the bending resistance of the sleeve cast-in-place piles and the water stopping performance of the jet grouting piles are fully utilized; the utility model can be used for the seamless construction of the whole length of the wall body, can effectively prevent the problems of water seepage, water leakage, sand drift and the like of the foundation pit, and can effectively prevent and treat common quality common defects of other types of punching cast-in-place piles such as hole collapse, necking and the like; the full casing drilling machine is adopted to drill holes and form piles, the peripheral soil body structure cannot be damaged in the earthwork excavation process, the operation is safe, no slurry pollution is caused in the construction process, and the poured and formed reinforced concrete piles are tidy and regular; compared with the traditional pile row pile punching and drilling technology and the underground continuous wall technology, the earthwork excavation amount is less, and the influence and the pollution of the construction on the surrounding environment are less.
Description
Technical field
The utility model relates to the realm of building construction, relates in particular to a kind of water-stop curtain.
Background technology
Along with developing rapidly of China's construction market, the emerge in multitude of high level and super highrise building is in the high area of groundwater table, near filling out Haiti district, alluvial delta area, the regional deep-foundation pit engineering ubiquity of complicated geological condition such as mud or drift sand being arranged.For realizing the sealing purpose of deep foundation ditch, prior art provides multiple water-stop curtain to comprise diaphragm wall, drill-pouring interlock stake and sleeve pipe perfusion interlock stake etc.Wherein more general diaphragm wall and perfusion interlock stake; And cost is lower and be the water-stop curtain that the mutual interlock of sleeve filling pile forms to lower a kind of of ambient influnence; Its sealing principle mainly is to form second sleeve filling pile at the middle concrete perfusion once more of adjacent two first sleeve filling piles that construct previous stage, and supporting and sealing are carried out in the mutual interlock formation of first sleeve filling pile and second sleeve filling pile " piling wall ".
Because second sleeve filling pile must be accomplished construction before concrete final set; This requires very high to concrete ultra retarding performance; In case cause surpassing slow setting stake final setting time because of plant equipment breaks down; To make first sleeve filling pile and second sleeve filling pile can't form occluding relation, even can't construct, directly have influence on the waterproof between piles effect.
The utility model content
The utility model embodiment technical problem to be solved is, a kind of water-stop curtain is provided, and infiltration occurs, leaks and the drift sand phenomenon to prevent foundation ditch, guarantees construction high efficiency and low cost.
In order to solve the problems of the technologies described above, the utility model embodiment has proposed a kind of water-stop curtain, comprises the sleeve filling pile that keeps at a certain distance away and be provided with along foundation pit walls, and is arranged between adjacent two sleeve filling piles and the rotary churning pile of interlock with it.
Further, said sleeve filling pile and rotary churning pile stake top is provided with Guan Liang.
Further, the length of said sleeve filling pile and rotary churning pile is 13-16m.
The utility model embodiment forms water-stop curtain through be engaged in the foundation pit walls outside by sleeve filling pile and rotary churning pile, has following beneficial effect:
1, can effectively prevent problems such as foundation ditch occurs seep water, leaks, drift sand, effectively prevent and treat the common common quality defect of the other types drill hole pouring piles such as hole, constriction that collapse;
2, make full use of the anti-bending strength of sleeve filling pile and the sealing performance of rotary churning pile, adopt all casing drill bored pile, handling safety, the work progress mud-less pollution, the reinforced concrete pile of pouring moulding is rule neatly;
3, still less, construction is to the influence of surrounding environment and pollute minimum than the earthwork excavated volume of the row of piles stake of traditional drill hole, diaphragm wall technology;
4, want than traditional diaphragm wall, boring and pile driving construction speed is faster, cost is lower, and do not change or destroy peripheral underground soil structures and environment;
5, sleeve filling pile and rotary churning pile can accomplish that in construction total length do not have seam construction, can be divided into a plurality of construction sections and can not form construction section interface seepage, form the flowing water construction operation easily, have improved efficiency of construction.
Description of drawings
Fig. 1 is the main flow chart of job practices of the water-stop curtain of the utility model embodiment.
Fig. 2 is the structural representation of the gathering sill 1 of the utility model embodiment.
Fig. 3 is the flow chart of the sleeve filling pile construction among the utility model embodiment.
Fig. 4 is the flow chart of the jet grouting pile construction among the utility model embodiment.
Fig. 5 is the sleeve filling pile of the utility model embodiment and the occluding relation figure of rotary churning pile.
Fig. 6 is the structural representation of the water-stop curtain of the utility model embodiment.
The specific embodiment
Below in conjunction with accompanying drawing, embodiment is elaborated to the utility model.
As shown in Figure 1, the job practices of the water-stop curtain of the utility model embodiment mainly comprises:
101, as shown in Figure 2, to forming the gathering sill 4 of reserving sleeve filling pile construction position 2 and jet grouting pile construction position 3 in the construction section C of foundation pit walls 1 outside B top;
102, the sleeve filling pile construction is carried out in the sleeve filling pile construction position 2 in construction section, forms sleeve filling pile, and particularly, step 102 can comprise flow process as shown in Figure 3:
301, drill machine with casing is in place;
302, with sleeve pipe centered cover pipe perfusion pile construction in place position 2;
303, the verticality of observing and controlling sleeve pipe;
304, adopt drill machine with casing to be pressed into the first segment sleeve pipe to sleeve filling pile construction position 2;
305, the sleeve pipe position grabbed bucket fetch earth;
306, sleeve pipe creeps into until the sleeve filling pile projected depth by joint, forms the sleeve filling pile hole;
307, the cleaning loosened soil is also inspected for acceptance;
308, in the sleeve filling pile hole, lay reinforcing cage;
309, the concrete pouring conduit is laid in lifting;
310, adopt the concrete pouring conduit in the sleeve filling pile hole of laying reinforcing cage, to pour into concrete, finally form sleeve filling pile 5;
103; Jet grouting pile construction is carried out in jet grouting pile construction position 3 between the sleeve filling pile construction of accomplishing above-mentioned 301-310 step and adjacent two sleeve filling piles 5 that satisfy the jet grouting pile construction condition; Form rotary churning pile 6 with sleeve filling pile 5 interlocks; Particularly, step 103 can comprise flow process as shown in Figure 4:
401, rig is in place;
402, adopt rig to be holed to the rotary churning pile projected depth in jet grouting pile construction position 3, form the rotary churning pile hole;
403, rotary jetting apparatus is in place;
404, prepare cement grout;
405, adopt rotary jetting apparatus sinking churning to inject cement grout to the rotary churning pile hole;
406, rotary jet grouting finally forms rotary churning pile 6,
After step 102,103, the sleeve filling pile 5 in the water-stop curtain of the utility model embodiment forms occluding relation with rotary churning pile 6 can be as shown in Figure 5;
104, in sleeve filling pile 5 and 6 jacking row of rotary churning pile Guan Liang construction, form hat beam 7;
According to demand, the construction of brace summer in can also carrying out after 104 is specifically extended the interior brace summer 8 that steel concrete is set by hat beam 7 to the direction of foundation ditch,
Through after the step 104, the water-stop curtain of the utility model embodiment can be as shown in Figure 6.
As a concrete construction example, certain A plot, regional center district engineering, about 10000 ㎡ of floor space plan to build commercial and residential building and basement, and the excavation of foundation pit degree of depth reaches 8.9m.This engineering place absolute altitude is+5.1m to put sloping cutting depth 2.6m, the occlusion structure of its water-stop curtain employing sleeve filling pile and rotary churning pile; Wherein, sleeve filling pile stake top mark height+1.5m, rotary churning pile stake top mark height+1.5m; Sleeve filling pile and rotary churning pile stake top is provided with 1.2m * 1m Guan Liang, along the foundation ditch arranged around, and in one steel concrete of stake apical cap beam setting brace summer; Absolute altitude-3.9m at the bottom of the foundation ditch, sleeve filling pile length 13-16m, rotary churning pile length 13-16m; Sleeve filling pile and rotary churning pile are gone into the foundation ditch bottom lengths greater than 7.6m, and pass layer of sand and be not less than 1m.This water-stop curtain has that supporting and protection structure is firm, stagnant water effect is good, the construction environment influence is little, constructing operation simply reaches the characteristics of practicing thrift cost, and is easy to promote.
It is understandable that the length of sleeve filling pile and rotary churning pile can be selected according to foundation depth, is not limited in 13-16m, values such as 50m also are fine.
The above is the specific embodiment of the utility model; Should be pointed out that for those skilled in the art, under the prerequisite that does not break away from the utility model principle; Can also make some improvement and retouching, these improvement and retouching also are regarded as the protection domain of the utility model.
Claims (3)
1. a water-stop curtain is characterized in that, comprises the sleeve filling pile that keeps at a certain distance away and be provided with along foundation pit walls, and is arranged between adjacent two sleeve filling piles and the rotary churning pile of interlock with it.
2. water-stop curtain as claimed in claim 1 is characterized in that, said sleeve filling pile and rotary churning pile stake top are provided with Guan Liang.
3. according to claim 1 or claim 2 water-stop curtain is characterized in that the length of said sleeve filling pile and rotary churning pile is 13-16m.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011201717988U CN202194149U (en) | 2011-05-25 | 2011-05-25 | Waterproof curtain |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2011201717988U CN202194149U (en) | 2011-05-25 | 2011-05-25 | Waterproof curtain |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN202194149U true CN202194149U (en) | 2012-04-18 |
Family
ID=45949068
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2011201717988U Expired - Fee Related CN202194149U (en) | 2011-05-25 | 2011-05-25 | Waterproof curtain |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN202194149U (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102286984A (en) * | 2011-05-25 | 2011-12-21 | 深圳市鸿荣轩建设工程有限公司 | Water-stop curtain and construction method thereof |
| CN103556646A (en) * | 2013-09-29 | 2014-02-05 | 河北钢铁集团矿业有限公司 | Method for forming water shutoff walls in sand and gravel layer |
| CN103967002A (en) * | 2013-01-28 | 2014-08-06 | 深圳市勘察测绘院有限公司 | Occlusive pile construction method |
| CN105220700A (en) * | 2015-09-11 | 2016-01-06 | 中铁第四勘察设计院集团有限公司 | Foundation pit waterproof curtain reinforcement |
| CN110185295A (en) * | 2019-05-31 | 2019-08-30 | 中国十七冶集团有限公司 | A kind of the anti-floating underground garage and its construction method of only support pile |
| CN114184531A (en) * | 2021-11-18 | 2022-03-15 | 中煤科工集团西安研究院有限公司 | Test device and test method for optimizing position and evaluating effect of water-intercepting curtain |
| CN114808930A (en) * | 2022-03-21 | 2022-07-29 | 中交二航局第一工程有限公司 | Device for quickly preventing slurry leakage of bored pile on riprap dike in sea area and construction method thereof |
-
2011
- 2011-05-25 CN CN2011201717988U patent/CN202194149U/en not_active Expired - Fee Related
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102286984A (en) * | 2011-05-25 | 2011-12-21 | 深圳市鸿荣轩建设工程有限公司 | Water-stop curtain and construction method thereof |
| CN103967002A (en) * | 2013-01-28 | 2014-08-06 | 深圳市勘察测绘院有限公司 | Occlusive pile construction method |
| CN103556646A (en) * | 2013-09-29 | 2014-02-05 | 河北钢铁集团矿业有限公司 | Method for forming water shutoff walls in sand and gravel layer |
| CN103556646B (en) * | 2013-09-29 | 2015-07-08 | 河北钢铁集团矿业有限公司 | A method for forming a water blocking wall in a sandy pebble layer |
| CN105220700A (en) * | 2015-09-11 | 2016-01-06 | 中铁第四勘察设计院集团有限公司 | Foundation pit waterproof curtain reinforcement |
| CN110185295A (en) * | 2019-05-31 | 2019-08-30 | 中国十七冶集团有限公司 | A kind of the anti-floating underground garage and its construction method of only support pile |
| CN114184531A (en) * | 2021-11-18 | 2022-03-15 | 中煤科工集团西安研究院有限公司 | Test device and test method for optimizing position and evaluating effect of water-intercepting curtain |
| CN114808930A (en) * | 2022-03-21 | 2022-07-29 | 中交二航局第一工程有限公司 | Device for quickly preventing slurry leakage of bored pile on riprap dike in sea area and construction method thereof |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN102286984A (en) | Water-stop curtain and construction method thereof | |
| CN108442382B (en) | In-situ protection and enclosure soil-retaining structure for pressure pipeline crossing deep foundation pit and construction method | |
| CN102454167B (en) | The construction method of especially big & deep open caisson | |
| CN102286981A (en) | Waterproof curtain and construction method thereof | |
| CN202194149U (en) | Waterproof curtain | |
| CN202194148U (en) | Waterproof curtain | |
| CN112253162B (en) | A kind of reinforcement structure and construction method of large diameter pipe jacking group inlet and outlet hole in water-rich sand layer | |
| CN105951711A (en) | Enclosing construction method of underground continuous wall of seashore power station | |
| CN101215834A (en) | Construction Method of Outrigger Type Diaphragm Wall | |
| CN203213124U (en) | Steel sheet pile and cement-mixed pile combined support | |
| CN110700280B (en) | A diversion device and construction method for foundation pit support construction in narrow areas | |
| CN105442532A (en) | Construction method for pile-head-expanded bored pile | |
| CN100510281C (en) | Semi-reverse construction method for ultra-large-diameter and ultra-buried depth storage tank | |
| CN204199335U (en) | A kind of pressure release well reducing PHC tube pile construction soil compaction effect | |
| CN107489158A (en) | A kind of spiral-digging pore stirs the construction method of water spray soil occlusion curtain pile | |
| CN103015429A (en) | Long auger rotary-jet mixing steel reinforced cement-soil pile foundation pit water-resisting and supporting method | |
| CN104099946B (en) | Inspection-pit between a kind of Novel top pipeline section | |
| CN102535490A (en) | Method for dewatering foundation pit by using bored cast-in-place pile | |
| CN114108649A (en) | Foundation pit reinforcing construction method for mucky soil layer | |
| CN203429665U (en) | Immersed tunnel axis dry dock opening structure | |
| CN108625362A (en) | A kind of bayonet type cast-in-situ bored pile building enclosure and construction method | |
| CN107687175A (en) | The vertical antifouling isolation wall construction of both sides ground local stiffening type and method | |
| CN204311456U (en) | Foundation ditch strengthening structure | |
| CN110777775A (en) | Foundation pit structure and construction method thereof | |
| CN102995647A (en) | Underground water control method used for grouting and seepage insulation of pile hole |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20120418 Termination date: 20200525 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |