CN104831737B - Construction method of basement support for subway station - Google Patents
Construction method of basement support for subway station Download PDFInfo
- Publication number
- CN104831737B CN104831737B CN201510234313.8A CN201510234313A CN104831737B CN 104831737 B CN104831737 B CN 104831737B CN 201510234313 A CN201510234313 A CN 201510234313A CN 104831737 B CN104831737 B CN 104831737B
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- Prior art keywords
- basement
- slope
- well
- strength compound
- electric osmose
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- 238000010276 construction Methods 0.000 title claims abstract description 12
- 239000004567 concrete Substances 0.000 claims abstract description 14
- 239000011378 shotcrete Substances 0.000 claims abstract description 7
- 239000002344 surface layer Substances 0.000 claims abstract description 5
- 239000004033 plastic Substances 0.000 claims abstract description 4
- 150000001875 compounds Chemical class 0.000 claims description 27
- 235000017166 Bambusa arundinacea Nutrition 0.000 claims description 6
- 235000017491 Bambusa tulda Nutrition 0.000 claims description 6
- 241001330002 Bambuseae Species 0.000 claims description 6
- 235000015334 Phyllostachys viridis Nutrition 0.000 claims description 6
- 239000011425 bamboo Substances 0.000 claims description 6
- 238000011065 in-situ storage Methods 0.000 claims description 6
- 230000003014 reinforcing effect Effects 0.000 claims description 3
- 230000005611 electricity Effects 0.000 claims description 2
- 239000002131 composite material Substances 0.000 abstract description 6
- 239000010409 thin film Substances 0.000 abstract 1
- 229910000831 Steel Inorganic materials 0.000 description 31
- 239000010959 steel Substances 0.000 description 31
- 239000002689 soil Substances 0.000 description 18
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 17
- 239000004744 fabric Substances 0.000 description 11
- 239000011083 cement mortar Substances 0.000 description 10
- 239000002002 slurry Substances 0.000 description 8
- 238000007569 slipcasting Methods 0.000 description 7
- 238000005553 drilling Methods 0.000 description 6
- 238000002347 injection Methods 0.000 description 6
- 239000007924 injection Substances 0.000 description 6
- 238000006073 displacement reaction Methods 0.000 description 4
- 239000010410 layer Substances 0.000 description 4
- 238000007789 sealing Methods 0.000 description 4
- 230000000694 effects Effects 0.000 description 3
- 238000001746 injection moulding Methods 0.000 description 3
- 238000000034 method Methods 0.000 description 3
- PEDCQBHIVMGVHV-UHFFFAOYSA-N Glycerine Chemical compound OCC(O)CO PEDCQBHIVMGVHV-UHFFFAOYSA-N 0.000 description 2
- 239000004677 Nylon Substances 0.000 description 2
- 229920002472 Starch Polymers 0.000 description 2
- 230000015572 biosynthetic process Effects 0.000 description 2
- 230000000903 blocking effect Effects 0.000 description 2
- 239000004927 clay Substances 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 239000000706 filtrate Substances 0.000 description 2
- 239000004570 mortar (masonry) Substances 0.000 description 2
- 229920001778 nylon Polymers 0.000 description 2
- 235000019353 potassium silicate Nutrition 0.000 description 2
- 239000003566 sealing material Substances 0.000 description 2
- 238000007493 shaping process Methods 0.000 description 2
- NTHWMYGWWRZVTN-UHFFFAOYSA-N sodium silicate Chemical compound [Na+].[Na+].[O-][Si]([O-])=O NTHWMYGWWRZVTN-UHFFFAOYSA-N 0.000 description 2
- 239000007921 spray Substances 0.000 description 2
- 238000005507 spraying Methods 0.000 description 2
- 235000019698 starch Nutrition 0.000 description 2
- 239000008107 starch Substances 0.000 description 2
- 238000009955 starching Methods 0.000 description 2
- 238000013019 agitation Methods 0.000 description 1
- 238000004873 anchoring Methods 0.000 description 1
- 238000009412 basement excavation Methods 0.000 description 1
- 230000003592 biomimetic effect Effects 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 235000013399 edible fruits Nutrition 0.000 description 1
- 230000036244 malformation Effects 0.000 description 1
- 238000012544 monitoring process Methods 0.000 description 1
- 238000001556 precipitation Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/045—Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/04—Making large underground spaces, e.g. for underground plants, e.g. stations of underground railways; Construction or layout thereof
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/02—Foundation pits
- E02D17/04—Bordering surfacing or stiffening the sides of foundation pits
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D19/00—Keeping dry foundation sites or other areas in the ground
- E02D19/06—Restraining of underground water
- E02D19/12—Restraining of underground water by damming or interrupting the passage of underground water
- E02D19/20—Restraining of underground water by damming or interrupting the passage of underground water by displacing the water, e.g. by compressed air
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/74—Means for anchoring structural elements or bulkheads
Abstract
The invention discloses a construction method of a basement support for a subway station. The construction method of the basement support for the subway station is characterized in that electro-osmotic wells are arranged on the outer edge of the basement support, wherein the electro-osmotic wells are uniformly arranged along the outer edge of the basement support; a plastic thin film covers the upper surface of topsoil between every slope protection pile and the corresponding electro-osmotic well; a two-time slope grading way is adopted for the basement support; the first-time slope grading is from a ground surface to places which are at 2/3 of the depth of a basement; first-time slope grading places are provided with high-strength composite battens; the high-strength composite battens are short at upper parts and long at lower parts; the second slope grading is from the places which are at 2/3 of the depth of the basement to the bottom of the basement; second slope grading places are provided with anchor rods; the downward inclination angles of the anchor rods are gradually increased from top to bottom; a high-strength composite batten thin-bamboo-strip mesh is adopted for a surface layer; sprayed concrete is adopted for concrete for the surface layer; the middle part of the basement is provided with water-lowering wells; the water-lowering wells are arranged at a distance of every 12m to 15m.
Description
Technical field
The present invention relates to a kind of basement supporting, particularly to a kind of subway station basement construction method for supporting.
Background technology
With Chinese society expanding economy, the construction of subway station will certainly cause the disturbance of soil layer around.Work as surrounding
The displacement of soil layer beyond compass, with regard to the safety of the buildings or structures around entail dangers to.When basement excavation and precipitation, by
Stress condition in the soil body changes, and leads to basement surrounding soil to be subjected to displacement and corresponding ground deformation, underground simultaneously
Room support system is also subject to the effect of lateral Water And Earth Pressures to produce internal force and deformation.If in addition, in setting inside basement
Support, not only can increase construction cost, and very big inconvenience can be brought to excavating.If peace is reached by the method for slope
The effect of full supporting is the problem that engineers and technicians are considered.
Content of the invention
Present invention solves the technical problem that being to provide a kind of subway station basement construction method for supporting, solve existing skill
Art is not enough.
The present invention arranges electric osmose well in basement supporting outward flange, and electric osmose well is evenly arranged along basement supporting outward flange,
Electric osmose well setting space is 2～2.5m, and electric osmose well is 5～7m with a distance from slope protection pile, and in electric osmose well, embedded well-point pipe is as the moon
Pole, slope protection pile adopts cast-in-situ bored pile, and cast-in-situ bored pile setting space is 1.1～1.5m, and the reinforcing bar of slope protection pile, as anode, protects
Plastic covering film above topsoil between slope stake and electric osmose well, reduces power consumption, increases electric osmose effect.Basement supporting adopts two
Secondary slope mode, first time slope is ground surface to 2/3 basement depth position, and the slope gradient is 55 °～70 °, puts for the first time
Slope position arranges high-strength compound lath, and short lower length on high-strength compound lath, to adapt to the Changing Pattern of native active earth pressure.High-strength
Composite slats do circular, round diameter be 8～12mm, outer ring arrange evagination rib, make screw-shaped structure.High-strength compound
Lath arranges core bore, and core bore is located at high-strength compound lath center, a diameter of 6～8mm of core bore, and grouting pressure is 0.3～0.5mpa,
In work progress, high-strength compound lath core bore can eject slurries, makes weak soil produce splitting, in high-strength compound lath top shape
Become the biomimetic features of similar fishbone, Soft Soil Layer is provided that larger anchor force.Meanwhile, in high-strength compound lath end core bore
Carry out slip casing by pressure, form one soil cement choked flow curtain, block underground outdoor deep layer mud to underground indoor moveable.Have certainly
The feature that steady ability is high, deformation is relatively small.
Second slope is 2/3 basement depth position to basement bottom, and the slope gradient is 30 °～50 °.Put for the second time
Slope position arranges anchor pole.Anchor pole is angled downward and is gradually increased from top to bottom, and inclination angle is 15 °～20 °, by upper short lower long arrangement, anchor
Pole length is 0.6～1.2 times of basement cutting depth, makes whole section constitute up-narrow and down-wide dykes and dams shape, to resist outside soil
The soil pressure constantly increasing from top to bottom that body transmits.
In the present invention, anchor pole, using examination shaping pore-creating, gradually creeps in blanking movement repeatedly up and down, and motion amplitude is 50cm,
Speed is 20～30 times/min, and jetting pressure will reach 0.3mpa.Spiral steel blade is installed at drill bit position, and spiral steel blade is by electricity
Dynamic switch control rule, when motor switch is opened, spiral steel blade struts in umbrella.Spiral steel blade treats drill bit to the 1/3 of predetermined length
Position, the spiral steel blade opening drill bit surrounding carries out reaming, and this position anchor pole is expanded into major diameter by drill bit spiral steel blade
Cone；Spiral steel blade treats drill bit to 2/3 position of predetermined length, and the spiral steel blade opening drill bit surrounding carries out reaming, bores
This position anchor pole is expanded into the cone of major diameter by head spiral steel blade；Spiral steel blade treats that drill bit, to predetermined length position, is opened
The spiral steel blade of drill bit surrounding carries out reaming, and this position anchor pole is expanded into the cone of major diameter by drill bit spiral steel blade.Due to
Different soil properties, slip casting difficulty is different, therefore takes different technologies scheme.Different counter bore diameters, reaming are taken for different soil properties
Diameter to be controlled by spiral steel blade, and according to a large amount of engineering practices, for silt, spiral steel length of blade is 0.4m；For viscous
Soil, spiral steel length of blade is 0.5m；For muck soil, spiral steel length of blade is 0.6m.
After the completion of carrying out spraying reaming using water during anchor bolt construction, carry out high-pressure rotary injection with cement mortar immediately,
The cement mortar ratio of mud is 1.0～1.5, and the spray beam that cement mortar is formed gets up to be allowed to mix with cement mortar mortar agitation, makes
Mortar becomes cement mortar aggregate, improves the intensity of slurry.High-pressure slip-casting pressure is 0.4～0.6mpa, to guarantee that cement mortar can be complete
Full mud is cemented out it is ensured that the intensity of enlarged footing anchoring body.
Under equal conditions, anchor pole of the present invention is big 30%～40% than common bolt withdrawal resistance.
Surface layer adopts high-strength compound lath thin bamboo strip net, and facing concrete adopts gunite concrete, and sprayed concrete strength is c30
Or more than c30.Traditional bar-mat reinforcement is replaced using high-strength compound lath thin bamboo strip net, basement support pile is with high-strength compound lath even
Forming composite structure together, can make basement obtain reliable supporting.High-strength compound lath thin bamboo strip net concrete formation is using spray
Penetrate former, each horizontally disposed 3 fan nozzles in injection molding device both sides, nozzle with the adjacent concrete surface distance being washed is
6～8cm, injection pressure is 0.3～0.5mpa,
Pressure reduction well is set in the middle part of basement, and pressure reduction well setting distance is every 12～15m.
A diameter of 600～the 700mm of pressure reduction well, using pipe of concrete retaining wall, arranges filter pipe, filter pipe at artesian water position
Outside is wound around nylon gauze, and filling 2～4mm peastone filtrate, using clay ball as sealing material.
Pressure reduction well is closed, pressure reduction well bottom hole absolute altitude above 2m position pours into ungauged regions and mixes before basement bottom board concreting
Solidifying soil；By expanded rubber water-stop drilling rod down to designed elevation, using being connected anti-silk between water-stop and drilling rod after 24 hours
Propose in well after drilling rod is dismantled；Under enter immersible pump more than water-stop water extract out；Monitor pressure reduction well with water-level observation meter
Interior SEA LEVEL VARIATION, after confirming that pressure reduction well is shut completely, proposes suction pump, at designed elevation, well casing is blocked, use steel plate handle
Well head is welded, and guarantees not seep water in pressure reduction well well head commissure.
If there is artesian water in place, in enlarged footing, injection waterglass carries out secondary grouting.Take in anchor bundle lever front end
Setting is filled slurry sealing cloth bag method and is carried out blocking artesian water, sealing cloth bag is tied in body of rod free segment, away from aperture 50cm.Only starch
Leave Grouting Pipe in cloth bag, treat that slip casting, benefit carry out filling slurry to only slurry cloth bag after the completion of starching immediately, full of rear, the slip casting mouth of pipe is carried out
Closure, using the cement mortar cloth bag closure aperture expanding, reaches the purpose stoping artesian water excessive.
The present invention defines composite foundation by high-strength compound lath and soil, is rubbed by high-strength compound lath and the soil body in top
The counter-pressure that resistance provides keeps stablizing of body of wall.Because bottom soil active earth pressure can be bigger, existed according to this loading characteristic
The slope gradient of soil is slowed down in bottom, and forms the supporting of Complex subsurface room using hole reaming of anchor rod.
Brief description
Fig. 1 basement supporting construction schematic diagram.
Accompanying drawing mark: 1, slope protection pile, 2, electric osmose well, 3, high-strength compound lath, 4, anchor pole, 5, pressure reduction well.
Specific embodiment
Describe the present invention below in conjunction with accompanying drawing.
The present embodiment arranges electric osmose well 2 in basement supporting outward flange, and electric osmose well 2 is along the uniform cloth of basement supporting outward flange
Put, electric osmose well 2 setting space is 2.2m, electric osmose well 2 is 6m with a distance from slope protection pile 1, in electric osmose well 2, embedded well-point pipe is as the moon
Pole, slope protection pile 1 adopts cast-in-situ bored pile, and cast-in-situ bored pile setting space is 1.2m, and the reinforcing bar of slope protection pile 1 is as anode, bank protection
Plastic covering film above topsoil between stake 1 and electric osmose well 2.Basement supporting is using slope mode twice, first time slope
For ground surface to 2/3 basement depth position, the slope gradient is 55 °～70 °, and first time slope position arranges high-strength compound lath
3, short lower length on high-strength compound lath 3.High-strength compound lath 3 do circular, round diameter be 10mm, outer ring arrange evagination rib
Bar, makes screw-shaped structure.High-strength compound lath 3 arranges core bore, and core bore is located at high-strength compound lath 3 center, and core bore is a diameter of
7mm, grouting pressure is 0.3～0.5mpa.
Second slope is 2/3 basement depth position to basement bottom, and the slope gradient is 35 °.Second slope portion
Position setting anchor pole 4.Anchor pole 4 is angled downward and is gradually increased from top to bottom, and inclination angle is 18 °, by upper short lower long arrangement, anchor pole 4 length
For 0.7 times of basement cutting depth.
Anchor pole 4, using examination shaping pore-creating, gradually creeps in blanking movement repeatedly up and down, and motion amplitude is 50cm, and speed is
20～30 times/min, jetting pressure will reach 0.3mpa.Spiral steel blade is installed at drill bit position, and spiral steel blade is by motor switch
Control, when motor switch is opened, spiral steel blade struts in umbrella.Spiral steel blade treats drill bit to 1/3 position of predetermined length,
The spiral steel blade opening drill bit surrounding carries out reaming, and this position anchor pole 4 is expanded into the cone of major diameter by drill bit spiral steel blade；
Spiral steel blade treats drill bit to 2/3 position of predetermined length, and the spiral steel blade opening drill bit surrounding carries out reaming, drill bit spiral
This position anchor pole 4 is expanded into the cone of major diameter by steel blade；Spiral steel blade treats that drill bit, to predetermined length position, opens drill bit four
The spiral steel blade in week carries out reaming, and this position anchor pole 4 is expanded into the cone of major diameter by drill bit spiral steel blade.Spiral steel blade
Length selects 0.5m.
After the completion of carrying out spraying reaming using water in anchor pole 4 work progress, carry out high-pressure rotary injection with cement mortar immediately,
The cement mortar ratio of mud is 1.2, and high-pressure slip-casting pressure is 0.4～0.6mpa.
Surface layer adopts high-strength compound lath thin bamboo strip net, and facing concrete adopts gunite concrete, and sprayed concrete strength is
c30.High-strength compound lath thin bamboo strip net concrete formation adopts injection molding device, each horizontally disposed 3 sectors in injection molding device both sides
Nozzle, nozzle is 7cm with the adjacent concrete surface distance being washed, and injection pressure is 0.3～0.5mpa.
Pressure reduction well 5 is set in the middle part of basement, and pressure reduction well 5 setting distance is every 12～15m.
The a diameter of 650mm of pressure reduction well 5, using pipe of concrete retaining wall, arranges filter pipe at artesian water position, outside filter pipe
It is wound around nylon gauze, filling 2～4mm peastone filtrate, using clay ball as sealing material.
Pressure reduction well 5 is closed, the above 2m position of pressure reduction well 5 bottom hole absolute altitude pours into ungauged regions before basement bottom board concreting
Concrete；By expanded rubber water-stop drilling rod down to designed elevation, utilize after 24 hours and be connected between water-stop and drilling rod instead
Silk proposes after drilling rod is dismantled in well；Under enter immersible pump more than water-stop water extract out；Monitor step-down with water-level observation meter
SEA LEVEL VARIATION in well 5, after confirming that pressure reduction well 5 is shut completely, proposes suction pump, at designed elevation, well casing is blocked, use steel
Plate is welded well head, and guarantees not seep water in pressure reduction well 5 well head commissure.
If there is artesian water in place, in enlarged footing, injection waterglass carries out secondary grouting.Take in anchor bundle lever front end
Setting is filled slurry sealing cloth bag method and is carried out blocking artesian water, sealing cloth bag is tied in body of rod free segment, away from aperture 50cm.Only starch
Leave Grouting Pipe in cloth bag, treat that slip casting, benefit carry out filling slurry to only slurry cloth bag after the completion of starching immediately, full of rear, the slip casting mouth of pipe is carried out
Closure, using the cement mortar cloth bag closure aperture expanding, reaches the purpose stoping artesian water excessive.
The present embodiment monitoring finds that maximum outwards horizontal displacement is 10mm, and maximum inwardly horizontal displacement is 15mm.Observation knot
Fruit, all in the range of security control, illustrates that supporting construction of the present invention is safe and reliable, malformation is little, and allomeric function is preferable.
Claims (1)
1. a kind of subway station basement construction method for supporting, is characterized in that arranging electric osmose well, electricity in basement supporting outward flange
Seepage well is evenly arranged along basement supporting outward flange, and electric osmose well setting space is 2～2.5m, and electric osmose well is with a distance from slope protection pile
5～7m, in electric osmose well, as negative electrode, slope protection pile adopts cast-in-situ bored pile to embedded well-point pipe, and cast-in-situ bored pile setting space is 1.1
～1.5m, the reinforcing bar of slope protection pile as anode, plastic covering film above topsoil between slope protection pile and electric osmose well；Basement props up
Using slope mode twice, first time slope is ground surface to 2/3 basement depth position to shield, and the slope gradient is 55 °～70 °,
First time slope position arranges high-strength compound lath, short lower length on high-strength compound lath；Second slope is 2/3 basement depth
Position to basement bottom, the slope gradient is 30 °～50 °；Second slope position arranges anchor pole；Anchor pole be angled downward from upper and
Under be gradually increased, inclination angle is 15 °～20 °, and by upper short lower long arrangement, rock-bolt length is 0.6～1.2 times of basement cutting depth；
Surface layer adopts high-strength compound lath thin bamboo strip net, and facing concrete adopts gunite concrete, and sprayed concrete strength is more than c30；Ground
Pressure reduction well is set in the middle part of lower room, and pressure reduction well setting distance is 12～15m；
Circle made by high-strength compound lath, and round diameter is 8～12mm, and outer ring arranges the rib of evagination, makes screw-shaped structure；
High-strength compound lath arranges core bore, and core bore is located at high-strength compound lath center, a diameter of 6～8mm of core bore, and grouting pressure is 0.3
～0.5mpa.
Priority Applications (5)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610288380.2A CN105926670B (en) | 2015-04-29 | 2015-04-29 | The basement construction method of subway station |
| CN201610288400.6A CN105926671B (en) | 2015-04-29 | 2015-04-29 | The basement supporting construction technology of subway station |
| CN201610288398.2A CN105971008B (en) | 2015-04-29 | 2015-04-29 | The basement method for protecting support of subway station |
| CN201510234313.8A CN104831737B (en) | 2015-04-29 | 2015-04-29 | Construction method of basement support for subway station |
| CN201610288427.5A CN105986580B (en) | 2015-04-29 | 2015-04-29 | A kind of subway station basement construction method for supporting |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510234313.8A CN104831737B (en) | 2015-04-29 | 2015-04-29 | Construction method of basement support for subway station |
Related Child Applications (4)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610288427.5A Division CN105986580B (en) | 2015-04-29 | 2015-04-29 | A kind of subway station basement construction method for supporting |
| CN201610288400.6A Division CN105926671B (en) | 2015-04-29 | 2015-04-29 | The basement supporting construction technology of subway station |
| CN201610288380.2A Division CN105926670B (en) | 2015-04-29 | 2015-04-29 | The basement construction method of subway station |
| CN201610288398.2A Division CN105971008B (en) | 2015-04-29 | 2015-04-29 | The basement method for protecting support of subway station |
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| Publication Number | Publication Date |
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| CN104831737A CN104831737A (en) | 2015-08-12 |
| CN104831737B true CN104831737B (en) | 2017-01-18 |
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| CN201510234313.8A Expired - Fee Related CN104831737B (en) | 2015-04-29 | 2015-04-29 | Construction method of basement support for subway station |
| CN201610288398.2A Active CN105971008B (en) | 2015-04-29 | 2015-04-29 | The basement method for protecting support of subway station |
| CN201610288427.5A Active CN105986580B (en) | 2015-04-29 | 2015-04-29 | A kind of subway station basement construction method for supporting |
| CN201610288400.6A Active CN105926671B (en) | 2015-04-29 | 2015-04-29 | The basement supporting construction technology of subway station |
| CN201610288380.2A Active CN105926670B (en) | 2015-04-29 | 2015-04-29 | The basement construction method of subway station |
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| CN201610288398.2A Active CN105971008B (en) | 2015-04-29 | 2015-04-29 | The basement method for protecting support of subway station |
| CN201610288427.5A Active CN105986580B (en) | 2015-04-29 | 2015-04-29 | A kind of subway station basement construction method for supporting |
| CN201610288400.6A Active CN105926671B (en) | 2015-04-29 | 2015-04-29 | The basement supporting construction technology of subway station |
| CN201610288380.2A Active CN105926670B (en) | 2015-04-29 | 2015-04-29 | The basement construction method of subway station |
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| CN107476335B (en) * | 2017-08-10 | 2023-08-22 | 中国电建集团贵阳勘测设计研究院有限公司 | Be used for rock mass piping lane structure |
| CN108411912A (en) * | 2018-05-03 | 2018-08-17 | 大连理工大学 | A kind of convenient method of bolt stress slip casting |
| CN110374093B (en) * | 2019-07-16 | 2021-07-06 | 深圳市市政工程总公司 | Construction method of cast-in-situ bored pile for high-pressure-bearing fractured water stratum |
| CN114319389B (en) * | 2021-12-21 | 2023-04-18 | 中铁建设集团(杭州)建设有限公司 | Construction method for urban comprehensive pipe gallery foundation pit support |
| CN114837206B (en) * | 2022-05-07 | 2024-02-06 | 广西欣港交通投资有限公司 | Active waterproof system for anchorage foundation enclosure structure of suspension bridge and construction method |
| CN117286870A (en) * | 2023-11-23 | 2023-12-26 | 中国建筑第六工程局有限公司 | Novel intelligent grouting reinforcement method for processing complex geology |
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| DE19522150C2 (en) * | 1995-06-19 | 2000-06-15 | Bauer Spezialtiefbau | Procedure for creating a construction pit with a groundwater barrier |
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| RU2124608C1 (en) * | 1997-07-02 | 1999-01-10 | Санкт-Петербургский филиал "Осмос Текнолоджи СПб" фирмы "Акционерное общество с ограниченной ответственностью "Осмос Текнолоджи" | Method for electroosmotic stabilization of ground around foundation supports of technological equipment |
| JP2001348873A (en) * | 2000-06-08 | 2001-12-21 | Hazama Gumi Ltd | Land slide protection wall support structure and construction method |
| CN1127596C (en) * | 2000-10-18 | 2003-11-12 | 首钢总公司 | Continuous wall foundation pit supporting method with short brad |
| JP4079975B2 (en) * | 2005-07-19 | 2008-04-23 | 有限会社カヌカデザイン | Retaining wall construction method |
| KR20110024476A (en) * | 2009-09-02 | 2011-03-09 | (주)컴퍼지트솔루션코리아 | Earth anchor, secant pile wall using composite shell pile and construction method thereof |
| CN101660312B (en) * | 2009-09-11 | 2011-05-11 | 朱奎 | Reinforced cement mixing pile composite foundation treatment and construction method |
| CN201785757U (en) * | 2009-12-24 | 2011-04-06 | 上海市第七建筑有限公司 | Foundation pit enclosure structure |
| CN101768976B (en) * | 2009-12-29 | 2011-04-06 | 中建城市建设发展有限公司 | Base pit dewatering and water saving device and construction method thereof |
| CN102162250B (en) * | 2010-02-24 | 2012-10-10 | 中国二十冶集团有限公司 | Protective construction method of excavating large area deep foundation pit in running sand confined water soil layer |
| CN101881028B (en) * | 2010-07-03 | 2011-07-20 | 朱奎 | Construction method of raft foundation |
| CN102635119A (en) * | 2012-04-24 | 2012-08-15 | 天津二十冶建设有限公司 | Supporting method for construction of swirl well |
| CN102839661A (en) * | 2012-09-20 | 2012-12-26 | 严平 | Construction technology of reelingly stirring to eject anchor tube pile |
| CN103147442B (en) * | 2013-03-14 | 2014-12-10 | 中国华冶科工集团有限公司 | Ultra-deep foundation pit press-grouting pile and prestressed anchor combined supporting construction method |
| CN103215958A (en) * | 2013-04-22 | 2013-07-24 | 中国建筑第七工程局有限公司 | Construction method of dewatering and retaining and protecting of deep foundation pit in expansive-soil area |
| CN103485351A (en) * | 2013-09-30 | 2014-01-01 | 中国建筑股份有限公司 | Inclined pile vertical anchor rod supporting structure for foundation pit supporting and construction method thereof |
| CN104131566B (en) * | 2014-05-27 | 2016-08-24 | 中国建筑第四工程局有限公司 | A kind of basement is without the construction method of horizontal support foundation ditch |
-
2015
- 2015-04-29 CN CN201510234313.8A patent/CN104831737B/en not_active Expired - Fee Related
- 2015-04-29 CN CN201610288398.2A patent/CN105971008B/en active Active
- 2015-04-29 CN CN201610288427.5A patent/CN105986580B/en active Active
- 2015-04-29 CN CN201610288400.6A patent/CN105926671B/en active Active
- 2015-04-29 CN CN201610288380.2A patent/CN105926670B/en active Active
Also Published As
| Publication number | Publication date |
|---|---|
| CN105986580B (en) | 2018-09-04 |
| CN105971008B (en) | 2018-09-04 |
| CN105926670A (en) | 2016-09-07 |
| CN105986580A (en) | 2016-10-05 |
| CN105926670B (en) | 2018-03-02 |
| CN105926671A (en) | 2016-09-07 |
| CN104831737A (en) | 2015-08-12 |
| CN105971008A (en) | 2016-09-28 |
| CN105926671B (en) | 2018-02-27 |
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