CN202787270U - Temporary vertical column structure with function of dewatering well - Google Patents
Temporary vertical column structure with function of dewatering well Download PDFInfo
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- CN202787270U CN202787270U CN201220483977.XU CN201220483977U CN202787270U CN 202787270 U CN202787270 U CN 202787270U CN 201220483977 U CN201220483977 U CN 201220483977U CN 202787270 U CN202787270 U CN 202787270U
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- angle steel
- dewatering well
- pillar construction
- interim
- batten plate
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Abstract
The utility model discloses a temporary vertical column structure with the function of a dewatering well. The temporary vertical column structure comprises angle steels, batten plates, short steel bars, an iron wire gauze and at least one layer of waterproof cloth, wherein four angle steels are provided, vertically arranged, and located on the four corners of a square respectively; the batten plates are a plurality of vertical plates and arrayed on a plurality of up and down layers, each layer is composed of four batten plates, and each batten plate located on the same layer is welded to the two adjacent angle steels; a plurality of short steel bars are provided, and the both ends of each short steel bar are welded to the two adjacent angle steels respectively; the angle steels, the batten plates and the short steel bars form the square steel framework of the temporary vertical column structure; and the iron wire gauze wraps the surrounding of the square steel framework, and a nylon cloth wraps the surrounding of the iron wire gauze. The temporary vertical column structure has the functions of both a dewatering well and a temporary vertical column, thus reducing construction working procedures and project investment, and shortening construction period.
Description
Technical field
The utility model relates to the equipment of a kind of track traffic and worker China Democratic National Construction Association base pit engineering, specifically refers to a kind of interim column with dewatering well effect.
Background technology
Present domestic base pit engineering, track traffic base pit engineering particularly, dewatering well is set for reducing groundwater table in the foundation ditch in the foundation ditch, increase the stability of support with interim column, the two all is separately design, constructs separately, do not connect each other, also can satisfy requirement of engineering, but working procedure is complicated, long in time limit, construction investment is high.The main construction sequence of precipitation well in foundation pit, the interim column of support is as follows:
(1) in the scope of place, station Land leveling, pipeline move change, traffic discongests;
(2) perform the station space enclosing structure;
(3) perform interim column boring, successively lower pillar stand foundation pile reinforcing cage and interim column are built the foundation pile concrete;
(4) perform dewatering well boring, the lower reinforcing cage that wraps with wire gauze and nylon cloth recharges the filtration beds rubble;
(5) in dewatering well, place submersible pump, draw water, begin precipitation in the foundation ditch;
(6) the pit earthwork excavation sets up support, and is fixedly connected with interim column;
(7) excavation of foundation pit reaches on earth agent structure and returns and build, and removes interim column.
The utility model content
The purpose of this utility model provides a kind of interim pillar construction with dewatering well effect, this interim pillar construction is guaranteeing on the basis of bearing capacity interim shaped steel column to be carried out detailing, can reach stable support function, can place submersible pump in the column, can reach again the effect that reduces water level in the foundation ditch as dewatering well, have the effect of dewatering well and interim column concurrently, a post is dual-purpose, reduce working procedure and construction investment, shortened the construction period.
This purpose of the present utility model realizes by the following technical solutions: a kind of interim pillar construction with dewatering well effect, it is characterized in that: described interim pillar construction comprises angle steel, batten plate, bar dowel, wire gauze and one deck nylon cloth at least, described angle steel is four, four blocks of angle steel all vertically arrange, four blocks of angle steel lay respectively on tetragonal four angles, described batten plate is the polylith riser, the polylith batten plate is arranged in, lower multilayer, every one deck batten plate consists of by four blocks of batten plates, each the piece batten plate that is positioned at layer all welds with adjacent two blocks of angle steel, described bar dowel is many, the two ends of each root bar dowel respectively with the welding of adjacent angle steel, described angle steel, batten plate, bar dowel consists of the square bar skeleton of described interim pillar construction, this square steel frame integral body is shaped shaft, described wire gauze wrap up described square bar skeleton around, described nylon cloth coat described gauze wire cloth around.
Interim pillar construction of the present utility model has the effect of dewatering well and interim column concurrently, this interim pillar construction adopts angle steel, batten plate, bar dowel to consist of the square bar skeleton, guarantee the steadiness of pillar construction, utilize simultaneously the interim column that arranges in the foundation ditch, welding short steel rod between the batten plate of column, reduce the spacing between batten plate, bar dowel also prevents wire gauze, nylon cloth indent simultaneously, wrap up first the square bar skeleton of frame body with wire gauze, outsourcing nylon cloth again, after Completion of Drilling Hole, place the interim pillar construction that wraps, periphery is filled the filtration beds rubble.
In the utility model, described each piece batten plate that is positioned at layer all welds mutually with adjacent two blocks of angle steel, is preferably full weld.
In the utility model, weld mutually with adjacent angle steel respectively at the two ends of described each root bar dowel.
As improvement of the present utility model: the spacing of the multilayer batten plate in the vertical direction of described upper and lower setting equates.
In the utility model, described wire gauze evenly is provided with a plurality of square cell, and the size of each eyelet is 1 * 1cm, and the iron wire diameter of described wire gauze is 1mm.
In the utility model, described nylon cloth is three layers, coats mutually layer by layer.
In the utility model, described nylon cloth is 60 purpose nylon cloths.
Compared with prior art, interim pillar construction of the present utility model needing in the foundation ditch can be used for precipitation and the places such as the urban track traffic base pit engineering that interim column is set and worker China Democratic National Construction Association base pit engineering, can satisfy and stablize the foundation ditch support, can in separate space in the middle of the column, place submersible pump again and carry out precipitation; Simultaneously can also reduce operation, reduction of erection time, reduction construction investment.
Description of drawings
Below in conjunction with the drawings and specific embodiments the utility model is described in further detail.
Fig. 1 is that the interim pillar construction of the utility model uses state overall structure schematic diagram;
Fig. 2 is the cross-sectional drawing of Fig. 1;
Fig. 3 is the structural representation that the interim pillar construction of the utility model omits bar dowel, wire gauze and nylon cloth, shows annexation and the position relationship of angle steel and batten plate;
Fig. 4 is the cross-sectional drawing of Fig. 3;
Fig. 5 is the overall structure cross-sectional drawing of the interim pillar construction of the utility model;
Fig. 6 is the structural representation that the interim pillar construction of the utility model omits wire gauze and nylon cloth, shows annexation and the position relationship of bar dowel and batten plate;
Fig. 7 is wire gauze binding structure schematic diagram in the interim pillar construction of the utility model;
Fig. 8 is nylon cloth binding structure schematic diagram in the interim pillar construction of the utility model.
Description of reference numerals
1, rubble filtering layer; 2, foundation ditch bottom surface absolute altitude; 3, drilled pile under the column; 4, angle steel; 5, batten plate; 6, bar dowel; 7, wire gauze; 8, nylon cloth
The specific embodiment
Such as Fig. 1 to a kind of interim pillar construction with dewatering well effect shown in Figure 8, interim pillar construction comprises angle steel 4, batten plate 5, bar dowel 6, wire gauze 7 and three layers of nylon cloth, angle steel 4 is four, four blocks of angle steel 4 all vertically arrange, four blocks of angle steel 4 lay respectively on tetragonal four angles, batten plate 5 is the polylith riser, polylith batten plate 5 is arranged in, lower multilayer, on, the spacing of multilayer batten plate 5 in the vertical directions of lower setting equates, every one deck batten plate 5 consists of by four blocks of batten plates 5, each the piece batten plate 5 that is positioned at layer all is connected with adjacent two blocks of angle steel 4, concrete connected mode is welding, bar dowel 6 is many, the two ends of each root bar dowel 6 are connected with adjacent two blocks of angle steel 4 respectively, concrete connected mode is welding, angle steel 4, batten plate 5, bar dowel 6 consists of the square bar skeleton of interim pillar construction, this square steel frame integral body is shaped shaft, around the wire gauze 7 coating square bar skeletons, around three layers of nylon cloth cladding steel silk screen, coat mutually layer by layer, this nylon cloth adopts 60 purpose nylon cloths 8.With wire gauze 7 parcel square bar skeletons, three layers of nylon cloth 8 of outsourcing after Completion of Drilling Hole, are placed first the interim pillar construction that wraps again, then fill the filtration beds rubble first.
Conversion as present embodiment: described nylon cloth can be at least one layer multilayer nylon cloth, such as four layers, five layers etc.
Above-mentioned job practices with interim pillar construction of dewatering well effect comprises the steps:
(1) in the scope of place, station Land leveling, pipeline move change, traffic discongests;
(2) perform the station space enclosing structure;
(3) perform the boring of interim column, successively lower pillar stand foundation pile reinforcing cage and with the interim column of shaped steel that wire gauze and nylon cloth wrap is built the foundation pile concrete;
(4) fill the filtration beds rubble;
(5) in dewatering well, place submersible pump, draw water, the beginning foundation ditch in precipitation;
(6) the pit earthwork excavation sets up support, and is fixedly connected with interim column;
(7) excavation of foundation pit reaches on earth agent structure and returns and build, and stops precipitation, removes interim column.
Adopt the construction embodiment of the interim pillar construction of the utility model as follows:
1, project profile
Fragrant plum station, No. 9 line stations of Shenzhen Metro adopts the method to carry out the precipitation design.This erect-position is in the intersection at Xiang Meilu and red litchi West Road, and parallel red litchi West Road is arranged, is east-west, be 10.4 meters wide island stations of underground two-layer twin spans platform, station length 516.2m, the dark 18.50m of foundation ditch, depth capacity 23.2m, foundation ditch standard paragraphs width 19.5m, Breadth Maximum 26m.
Stratum in the our station scope is followed successively by＜1-1 from top to bottom〉plain fill,＜1-3〉rockfill,＜3-2〉cohesive soil,＜6-1〉plastic shape gravel (sand) matter clay,＜6-2〉hard plastic shape gravel (sand) matter clay,＜12-1〉completely decomposed granite,＜12-2〉strong weathered granite,＜12-3〉middle decomposed granite,＜12-4〉light weathered granite, underground water fixed level buried depth 1.50～6.20m.Each formation thickness and stratum osmotic coefficient see following table for details.
Formation thickness and stratum osmotic coefficient table
| Sequence number | The stratum | Formation thickness (m) | Transmission coefficient (m/d) |
| 1 | ＜1-1〉plain fill | 2.33 | |
| 2 | ＜1-3〉rockfill | 2.18 | |
| 3 | ＜3-2〉cohesive soil | 3.99 | <0.001 |
| 4 | ＜6-1〉plastic shape gravel (sand) matter clay | 7.10 | 0.2 |
| 5 | ＜6-2〉hard plastic shape gravel (sand) matter clay | 11.80 | 0.3 |
| 6 | ＜12-1〉completely decomposed granite | 5.01 | 0.5 |
| 7 | ＜12-2〉strong weathered granite | 6.52 | 1.5 |
| 8 | ＜12-3〉middle decomposed granite | 2.35 | 2.0 |
2, the interim column performance that has the dewatering well effect
Because section of track well segment base hole width is 26m, as calculated interim column need be set, the stability that the guarantee foundation ditch supports, the 4L200 that interim column employing sectional dimension is 600 * 600mm * 20 shaped steel are welded 5 of column design.The stratum is dry when guaranteeing in the foundation ditch excavation, is easy to construction, adopts precipitation design scheme in the foundation ditch, calculates needs according to Pit Discharge 2 dewatering wells are set.
In conjunction with interim stud and precipitation design, select wherein two double dewatering wells of doing of column, before excavation of foundation pit, submersible pump is put to interim column bottom and is carried out precipitation in the foundation ditch, and groundwater table in the foundation ditch has been dropped to design elevation.
Above-described embodiment of the present utility model is not the restriction to the utility model protection domain; embodiment of the present utility model is not limited to this; all this kind is according to foregoing of the present utility model; ordinary skill knowledge and customary means according to this area; do not breaking away under the above-mentioned fundamental technics thought of the utility model prerequisite; modification, replacement or the change of other various ways that the utility model said structure is made all should drop within the protection domain of the present utility model.
Claims (7)
1. interim pillar construction with dewatering well effect, it is characterized in that: described interim pillar construction comprises angle steel, batten plate, bar dowel, wire gauze and one deck nylon cloth at least, described angle steel is four, four blocks of angle steel all vertically arrange, four blocks of angle steel lay respectively on tetragonal four angles, described batten plate is the polylith riser, the polylith batten plate is arranged in, lower multilayer, every one deck batten plate consists of by four blocks of batten plates, each the piece batten plate that is positioned at layer all welds with adjacent two blocks of angle steel, described bar dowel is many, the two ends of each root bar dowel respectively with the welding of adjacent angle steel, described angle steel, batten plate, bar dowel consists of the square bar skeleton of described interim pillar construction, this square steel frame integral body is shaped shaft, described wire gauze wrap up described square bar skeleton around, described nylon cloth coat described gauze wire cloth around.
2. the interim pillar construction with dewatering well effect according to claim 1 is characterized in that: described being positioned at each piece batten plate of layer all welded mutually with adjacent two blocks of angle steel.
3. the interim pillar construction with dewatering well effect according to claim 1 is characterized in that: the two ends of described each root bar dowel respectively with adjacent angle steel welding.
4. the interim pillar construction with dewatering well effect according to claim 1 is characterized in that: the spacing of the multilayer batten plate in the vertical direction of described upper and lower setting equates.
5. the interim pillar construction with dewatering well effect according to claim 1, it is characterized in that: described wire gauze evenly is provided with a plurality of square cell, and the size of each eyelet is 1 * 1cm, and the iron wire diameter of described wire gauze is 1mm.
6. the interim pillar construction with dewatering well effect according to claim 1, it is characterized in that: described nylon cloth is three layers, coats mutually layer by layer.
7. the interim pillar construction with dewatering well effect according to claim 6, it is characterized in that: described nylon cloth is 60 purpose nylon cloths.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201220483977.XU CN202787270U (en) | 2012-09-20 | 2012-09-20 | Temporary vertical column structure with function of dewatering well |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201220483977.XU CN202787270U (en) | 2012-09-20 | 2012-09-20 | Temporary vertical column structure with function of dewatering well |
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| Publication Number | Publication Date |
|---|---|
| CN202787270U true CN202787270U (en) | 2013-03-13 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN201220483977.XU Expired - Lifetime CN202787270U (en) | 2012-09-20 | 2012-09-20 | Temporary vertical column structure with function of dewatering well |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102877477A (en) * | 2012-09-20 | 2013-01-16 | 中铁隧道勘测设计院有限公司 | Temporary column structure with function of dewatering well and construction method thereof |
-
2012
- 2012-09-20 CN CN201220483977.XU patent/CN202787270U/en not_active Expired - Lifetime
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN102877477A (en) * | 2012-09-20 | 2013-01-16 | 中铁隧道勘测设计院有限公司 | Temporary column structure with function of dewatering well and construction method thereof |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| TR01 | Transfer of patent right |
Effective date of registration: 20180615 Address after: 300000 Tianjin free trade zone (Airport Economic Zone), 2-3116 South Road 88. Patentee after: CHINA RAILWAY LIUYUAN GROUP Co.,Ltd. Address before: 300133 new Hongqiao Yi Fu Li 1, Hongqiao District, Tianjin Patentee before: CHINA RAILWAY TUNNEL SURVEY & DESIGN INSTITUTE Co.,Ltd. |
|
| TR01 | Transfer of patent right | ||
| CX01 | Expiry of patent term |
Granted publication date: 20130313 |
|
| CX01 | Expiry of patent term |