CN104790380B - Underground diaphragm wall framework - Google Patents
Underground diaphragm wall framework Download PDFInfo
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- CN104790380B CN104790380B CN201510173983.3A CN201510173983A CN104790380B CN 104790380 B CN104790380 B CN 104790380B CN 201510173983 A CN201510173983 A CN 201510173983A CN 104790380 B CN104790380 B CN 104790380B
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- steel reinforcement
- reinforcement cage
- joint
- gathering sill
- diaphram wall
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- 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
- E02D5/20—Bulkheads or similar walls made of prefabricated parts and concrete, including reinforced concrete, in situ
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- Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Bulkheads Adapted To Foundation Construction (AREA)
Abstract
The invention discloses an underground diaphragm wall framework. The underground diaphragm wall framework is characterized in that the underground diaphragm wall framework comprises connectors and steel reinforcement cages, wherein the connectors are arranged at one end or the two ends of each steel reinforcement cage; the underground diaphragm wall framework further comprises isolating devices, and the two ends of each isolating device are connected to the ends of the steel reinforcement cages or the connectors respectively; the isolating devices seal at least one side of each steel reinforcement cage and are used for stopping the concrete filled in corresponding steel reinforcement cage to perform detour flow from the side to the other steel reinforcement cages or the concrete poured in the adjacent steel reinforcement cage to perform the detour flow to the section of steel reinforcement cage. The underground diaphragm wall framework is arranged outside the steel reinforcement cages in an isolated mode, the detour flow when the concrete is poured in the section of steel reinforcement cage can be effectively prevented, the concrete poured in the section is prevented from performing the detour flow to another adjacent section of steel reinforcement cage, the concrete respectively poured in the adjacent steel reinforcement cages can not make contact, a seam can not be generated, and therefore the water leakage problem is solved.
Description
Technical field
The present invention relates to diaphram wall skeleton.
Background technology
Diaphram wall is foundation engineering.During construction, on the ground using a kind of trench machine, along deep excavation project
Periphery axis, under the conditions of mud off, excavates out a long and narrow deep trouth.After clear groove, steel reinforcement cage, Ran Houyong are hung in groove
Tremie method underwater concreting with tremie method builds up a unit groove section.So carry out paragraph by paragraph, building up continuous reinforcing bar together in underground mixes
Solidifying cob wall wall, as intercepting water, antiseepage, load-bearing, water-retaining structure.Diaphram wall is applied to pumping plant, pond；Building foundation pit；Ground
Lower oil depot and warehouse；Municipal pipe trench and culvert；The vertical shaft of the engineerings such as shield；Various deep foundations and pile foundation；Harbour, shore protection and dry ship
Depressed place；The cut-pff wall of water conservancy and hydropower, surface mine and tailing dam (pond) and environment-friendly engineering；Underground structure (such as underground railway,
Lower road, underground parking and underground street, shop and underground substation etc.) etc..
, due to setting and below ground, up to tens meters, even more than 100 meters, subterranean wall is deeper for depth for diaphram wall,
More influenceed by underground water seepage.Because diaphram wall is construction paragraph by paragraph, adjacent two section concretes junction easily forms seam, leads
Cause leak.Seepy question is solved, a kind of method therein is using the joint of special construction.But in most of occasion, even if connecing
Header structure is good again, still cannot thoroughly solve seepy question.To find out its cause, for convenience of decentralization joint, being left between joint and cell wall
Certain gap, when steel reinforcement cage after-pouring is transferred, the concrete of fluid form can bypass joint and flow to another section of adjacent steel
At muscle cage.When pouring next section again, the concrete for newly pouring cannot form one, Liang Zhe with the concrete for streaming before
Difference in setting time can result in seam, and seam turns into the main cause of diaphram wall leak.
The content of the invention
An object of the present invention is to overcome the deficiencies in the prior art, there is provided a kind of underground for reducing leak risk
Diaphragm wall skeleton.
Diaphram wall skeleton, it is characterised in that including：
Joint and steel reinforcement cage；The steel reinforcement cage one or both ends are provided with joint；
Also include isolating device, the isolating device two ends are connected on steel reinforcement cage end or joint；The isolation
Device will
The steel reinforcement cage it is at least one side closed, for stopping filling to the concrete in the steel reinforcement cage from the side around flowing to
Other steel
The concrete poured at muscle cage or at adjacent steel reinforcement cage is around flowing at this section of steel reinforcement cage.
Preferably, the isolating device is flexible sheet material；The flexible sheet material two ends are connected to the end of the steel reinforcement cage
In portion or joint or the flexible sheet material is arranged on the steel reinforcement cage.
Preferably, the isolating device is geotextiles, plastic cloth or woven cloth.
Preferably, the joint or steel reinforcement cage end are provided with guider, and the guider is provided with gathering sill；
The gathering sill extends along the groove depth direction, and the gathering sill is provided with opening；The isolating device is flexible sheet material, institute
State flexible sheet material two ends to be respectively arranged in the gathering sill of the guider, the flexible sheet material stretches out described from the opening
Outside gathering sill.
Preferably, the joint includes plate body, and the guider is arranged on the plate body, protrudes from the plate
Body.
Preferably, the joint is I-shape construction, and the joint includes plate body and wing plate；The guider is set
On the wing plate, the wing plate is protruded from.
Preferably, the flexible sheet material end is provided with guide pillar；The guide pillar is inserted in the gathering sill.
Preferably, the guide pillar can be arranged in the gathering sill with plugging along the gathering sill depth direction, and institute
Guide pillar is stated to be restricted in the gathering sill.
Preferably, the gathering sill is provided with opening；The guide pillar size is more than the size of the gathering sill, and is less than
The size of the opening.
Preferably, the isolating device is arranged at meeting pitted surface, meeting native face or while set for the underground reinforced cage
Meet pitted surface and meet native face.
Preferably, seal plate is provided with the joint, the seal plate end is connected with the joint, and towards reinforcing bar
The length direction of cage extends.
Preferably, the steel reinforcement cage is multistage, and the joint number is multiple；Every section of steel reinforcement cage two ends are respectively arranged with
Joint, is provided with one section of steel reinforcement cage between each two joint.
Preferably, the isolating device is sheet metal, sheet iron or nonmetallic thin plate.
Diaphram wall skeleton in the present invention, is arranged on outside steel reinforcement cage using isolation, can effectively be prevented in the Duan Gang
Produced during muscle cage casting concrete and streamed, prevent the concrete that this section is poured around flowing at another section of adjacent steel reinforcement cage, also
The concrete that will not be respectively poured into a mould in adjacent steel reinforcement cage will not be contacted, and would not also produce seam, so as to solve seepy question.
Brief description of the drawings
Fig. 1 is that joint and steel reinforcement cage transfer the structural representation to groove, geotextiles not shown in figure.
Fig. 2 is the part A enlarged drawing in Fig. 1.
Fig. 3 is that joint and steel reinforcement cage transfer the structural representation to groove.
Fig. 4 is the part B enlarged drawing in Fig. 3.
Specific embodiment
The present invention is described in detail below in conjunction with the accompanying drawings.
The present invention with reference to diaphragm wall skeleton be disposed around foundation ditch set groove 10 in as a example by explanation.As shown in Figure 1 and Figure 2, ground
Lower diaphragm wall skeleton, including joint 20 and reinforcing bar 30.The one or both ends of steel reinforcement cage 30 are provided with joint 20, depending on diaphram wall
The position of shape and steel reinforcement cage 30 determines.If diaphram wall is ring seal structure, joint is respectively provided with the two ends of steel reinforcement cage 30
20, steel reinforcement cage 30 is provided between each two joint 20.It is if diaphram wall is the structure of non-close, then long along diaphram wall
The only one end of steel reinforcement cage 30 for spending direction two sets joint.Joint 20 is used to prevent adjacent two sections of steel reinforcement cages 30 in fill concrete
Afterwards in junction leak.Joint 20 includes an at least plate body 21.Joint 20 is additionally provided with a groove 22 or two grooves 22；Plate
Body 21 is the bottom land of one or two groove 22.In preferred exemplary as depicted, joint 20 is provided with two grooves 22.Two
Individual groove 22 is disposed opposite to each other, and is respectively facing two opposite directions.It is I-shape construction to set two joints of groove 22 20, excellent
Choosing uses I-steel.Each steel reinforcement cage 30 is located between two joints 20.The joint 20 of I-steel includes plate body 21 and the edge of a wing
23, and form two grooves 22.
As shown in Figure 3, Figure 4, it is provided with isolating device between the cell wall 11 of steel reinforcement cage 30 and groove 10.Isolating device two ends point
It is not connected on the end of steel reinforcement cage 30 or the joint 20, at least one side closed of the steel reinforcement cage 30 is filled for stopping
Concrete in the steel reinforcement cage 30 is around flowing at adjacent steel reinforcement cage.Isolating device is flexible sheet material.As depicted excellent
Select in example, isolating device is geotextiles 40.The two ends of geotextiles 40 are connected on two joints 20.Steel reinforcement cage 30 meets hole
Face and meet native face and be provided with geotextiles 40, the both sides of steel reinforcement cage 30 are closed.Two pieces of geotextiles 40 and two joints 20 will
Steel reinforcement cage 30 is surrounded.Geotextiles 40 are used to stop concrete, prevent from pouring concrete at wherein one section steel reinforcement cage 30 from
Around flowing at adjacent steel reinforcement cage 30 between joint 20 and the cell wall 11 of groove 10.As shown in figure 4, first opening 100 steel reinforcement cage 30
During casting concrete, first opening 100 sections of a geotextiles 40 can prevent concrete between joint 20 and cell wall 11 around flowing to closure
At 200 steel reinforcement cage 30, thus can avoid being cast in first open a concrete at 100 be cast in it is mixed at closure 200
Solidifying soil is contacted and produces seam, it is to avoid leak is dangerous.
Geotextiles 40 can both use connector, such as screw bolt and nut combination, or mode connects for screw with the connection of joint 20,
Can be connected using other fixing devices.In preferred exemplary as depicted, some geotextiles 40 use screw bolt and nut group
Conjunction is connected with joint 20.Bolt passes through the edge of a wing 23 and the geotextiles 40 of joint 20, the nut being connected through a screw thread, by geotextiles 40
End is connected with joint 20.Some geotextiles 40 are connected using other fixing devices with joint 20.As shown in Figure 2, Figure 3, Figure 4
Example in, guider 50 is additionally provided with joint 20.Guider 50 is provided with gathering sill 51, and gathering sill 51 has import
52 and opening 53.Import 52 and opening 53 are towards vertical.In example as depicted, gathering sill 51 along groove 10 depth direction
Extend perpendicular to paper direction, towards perpendicular to paper, opening 53 is towards left or right for import 52.The end of geotextiles 40 is arranged at
In gathering sill 51, and stretched out outside gathering sill 51 from opening 53.The end of geotextiles 40 is provided with guide pillar 43, and its set-up mode can be adopted
Set with sewing or other feasible modes.Guide pillar 43 is inserted in the gathering sill 51, and the size of the guide pillar 43 is less than institute
The size of gathering sill 51 is stated, and more than 53 sizes of the opening.So set, can either ensure easily can lead the insertion of guide pillar 43
To in groove 51, guide pillar 43 can be limited in gathering sill 51 again, unless extracted guide pillar 43 from import 52, otherwise guide pillar 43 is by one
Straight cutting is placed in gathering sill 51.Each two joint 20 is one group, the guider 50 set on two joints 20 in every group
Opening 53 is oppositely arranged.The two ends of geotextiles 40 are respectively arranged at the guiding in the guider 50 on every group of two joints 20
In groove 51.According to the preferred embodiments of the present invention, guider 50 uses channel-section steel.
Geotextiles 40 both can be first arranged on joint 20 and steel reinforcement cage 30, with joint 20 and steel reinforcement cage 30 transfer to
In dead slot 10；First joint 20 and steel reinforcement cage 30 can also be transferred to dead slot 10, then the insertion of guide pillar 43 of geotextiles 40 is led
To in groove 51；First joint 20 can also be transferred to dead slot 10, then geotextiles 40 and steel reinforcement cage 30 are linked together decentralization
To dead slot 10, during decentralization, guide pillar 43 is inserted in gathering sill 51 mobile until transferring to bottom.The company of geotextiles 40 and steel reinforcement cage 30
Connecing can use iron wire (not shown).Pass through geotextiles 40 by its bolt on steel reinforcement cage 30 using iron wire.
Seal plate 60 is additionally provided with the plate body 21 of joint 20.Seal plate 60 is arranged at the interposition between two edges of a wing 23
Put.Seal plate 60 extends certain length from plate body 21 along the length direction of dead slot 10.In preferred exemplary as depicted,
Channel-section steel 61 is provided with the plate body 21 of joint 20.Channel-section steel 61 is provided with guide groove (not shown).The end of seal plate 60 is provided with
Lead column 62.Lead column 62 is inserted in guide groove.Seal plate 60 both can first be arranged on joint 20 and be transferred together with joint 20
To dead slot 10, it is also possible to first joint 20 is positioned in dead slot 10 and is directed to post 62 again and is inserted in guide groove.
The application method of the diaphram wall skeleton in the present invention is as follows:
1), as shown in figure 1, grooving 10；The position grooving 10 of setting diaphram wall is being needed, groove 10 has both sides cell wall
11.This step is constructed using special trench machine, and is equipped with slurry coat method.
2), as shown in Figure 1 and Figure 2, joint 20 and the cage of reinforcing bar 30 are hung and be placed in groove 10.The one or both ends of steel reinforcement cage 30
Joint 20 is provided with, is determined depending on the shape of diaphram wall and the position of steel reinforcement cage 30.If diaphram wall is ring seal knot
Structure, joint 20 is respectively provided with the two ends of steel reinforcement cage 30, and steel reinforcement cage 30 is provided between each two joint 20.If diaphram wall is non-
The structure of closing, then set joint along the only one end of steel reinforcement cage 30 at diaphram wall length direction two.Joint 20 is used to prevent
Adjacent two sections of steel reinforcement cages 30 are after fill concrete in junction leak.Joint 20 includes an at least plate body 21.Joint 20 also sets
It is equipped with a groove 22 or two grooves 22；Plate body 21 is the bottom land of one or two groove 22.Preferably showing as depicted
In example, joint 20 is provided with two grooves 22.Two grooves 22 are disposed opposite to each other, and are respectively facing two opposite directions.Set two
The joint 20 of individual groove 22 is I-shape construction, it is preferred to use I-steel.Each steel reinforcement cage 30 is located between two joints 20.Work
The joint 20 of Zee bar steel Z includes plate body 21 and the edge of a wing 23, and forms two grooves 22.
As shown in Figure 3, Figure 4, it is provided with isolating device between the cell wall 11 of steel reinforcement cage 30 and groove 10.Isolating device two ends point
It is not connected on the end of steel reinforcement cage 30 or the joint 20, at least one side closed of the steel reinforcement cage 30 is filled for stopping
Concrete in the steel reinforcement cage 30 is around flowing at adjacent steel reinforcement cage.Isolating device is flexible sheet material.As depicted excellent
Select in example, isolating device is geotextiles 40.The two ends of geotextiles 40 are connected on two joints 20.Steel reinforcement cage 30 meets hole
Face and meet native face and be provided with geotextiles 40, the both sides of steel reinforcement cage 30 are closed.Two pieces of geotextiles 40 and two joints 20 will
Steel reinforcement cage 30 is surrounded.Geotextiles 40 are used to stop concrete, prevent from pouring concrete at wherein one section steel reinforcement cage 30 from
Around flowing at adjacent steel reinforcement cage 30 between joint 20 and the cell wall of dead slot 10.As shown in figure 4, first opening 100 steel reinforcement cage 30
During casting concrete, first opening 100 sections of a geotextiles 40 can prevent concrete between joint 20 and cell wall 11 around flowing to closure
At 200 steel reinforcement cage 30, thus can avoid being cast in first open a concrete at 100 be cast in it is mixed at closure 200
Solidifying soil is contacted and produces seam, it is to avoid leak is dangerous.
Geotextiles 40 can both use connector, such as screw bolt and nut combination, or mode connects for screw with the connection of joint 20,
Can be connected using other fixing devices.In preferred exemplary as depicted, some geotextiles 40 use screw bolt and nut group
Conjunction is connected with joint 20.Bolt passes through the edge of a wing 23 and the geotextiles 40 of joint 20, the nut being connected through a screw thread, by geotextiles 40
End is connected with joint 20.Some geotextiles 40 are connected using other fixing devices with joint 20.As shown in Figure 2, Figure 3, Figure 4
Example in, guider 50 is additionally provided with joint 20.Guider 50 is provided with gathering sill 51, and gathering sill 51 has import
52 and opening 53.Import 52 and opening 53 are towards vertical.In example as depicted, gathering sill 51 along groove 10 depth direction
Extend perpendicular to paper direction, towards perpendicular to paper, opening 53 is towards left or right for import 52.The end of geotextiles 40 is arranged at
In gathering sill 51, and stretched out outside gathering sill 51 from opening 53.The end of geotextiles 40 is provided with guide pillar 43, and its set-up mode can be adopted
Set with sewing or other feasible modes.Guide pillar 43 is inserted in the gathering sill 51, and the size of the guide pillar 43 is less than institute
The size of gathering sill 51 is stated, and more than 53 sizes of the opening.So set, can either ensure easily can lead the insertion of guide pillar 43
To in groove 51, guide pillar 43 can be limited in gathering sill 51 again, unless extracted guide pillar 43 from import 52, otherwise guide pillar 43 is by one
Straight cutting is placed in gathering sill 51.Each two joint 20 is one group, the guider 50 set on two joints 20 in every group
Opening 53 is oppositely arranged.The two ends of geotextiles 40 are respectively arranged at the guiding in the guider 50 on every group of two joints 20
In groove 51.According to the preferred embodiments of the present invention, guider 50 uses channel-section steel.
Geotextiles 40 both can be first arranged on joint 20 and steel reinforcement cage 30, with joint 20 and steel reinforcement cage 30 transfer to
In dead slot 10；First joint 20 and steel reinforcement cage 30 can also be transferred to dead slot 10, then the insertion of guide pillar 43 of geotextiles 40 is led
To in groove 51；First joint 20 can also be transferred to dead slot 10, then geotextiles 40 and steel reinforcement cage 30 are linked together decentralization
To dead slot 10, during decentralization, guide pillar 43 is inserted in gathering sill 51 mobile until transferring to bottom.The company of geotextiles 40 and steel reinforcement cage 30
Connecing can use iron wire (not shown).Pass through geotextiles 40 by its bolt on steel reinforcement cage 30 using iron wire.
Seal plate 60 is additionally provided with the plate body 21 of joint 20.Seal plate 60 is arranged at the interposition between two edges of a wing 23
Put.Seal plate 60 extends certain length from plate body 21 along the length direction of dead slot 10.In preferred exemplary as depicted,
Channel-section steel 61 is provided with the plate body 21 of joint 20.Channel-section steel 61 is provided with guide groove (not shown).The end of seal plate 60 is provided with
Lead column 62.Lead column 62 is inserted in guide groove.Seal plate 60 both can first be arranged on joint 20 and be transferred together with joint 20
To dead slot 10, it is also possible to first joint 20 is positioned in dead slot 10 and is directed to post 62 again and is inserted in guide groove.
3), fill concrete, makes concrete wrap steel reinforcement cage 30.Groove 10 between each two joint 20 is one section, solely
Upright casting is built.One section of diaphram wall is formed after concrete setting.
After one section of diaphram wall completion, repeat above step and next section of diaphram wall is set, until underground is continuous
Wall length meets the requirements.As shown in figure 4, first first opening a casting concrete at 100 at two sections, then poured at closure 200 mixed
Solidifying soil.
Diaphram wall skeleton in the present invention, outside steel reinforcement cage set isolating device can effectively prevent concrete around
Stream, therefore also will not form unnecessary seam and the danger of leak occurs.Taking the construction of diaphragm wall mistake of section construction
Cheng Zhong, when especially adjacent two sections of construction of diaphragm wall interval times are more long, present invention effect is especially apparent.Filled using being oriented to
Put 50, it is convenient to geotextiles 40 are connected with joint 20.The connected mode of geotextiles 40 and joint in the present invention, structure letter
It is single effective, convenient construction, low cost.Can either have using geotextiles 40, solve again because geotextiles 40 have it is flexible without
Problem easily in insertion gathering sill 51.Guider 50 both can set geotextiles 40 when be oriented to, it is also possible to joint 20 with
Steel reinforcement cage 30 is oriented to when being arranged on relevant position.Four guiders 50 are set on two joints 20, and steel reinforcement cage 30 is led from four
It is put in place between device 50, increased the facility that joint 20 is laid with steel reinforcement cage 30.
With Fig. 1 as reference, length direction of the present invention is left and right directions, and width is above-below direction；Depth side
To for perpendicular to paper direction.
Geotextiles in the present invention can also be replaced using sheet metal, sheet iron or nonmetallic thin plate.Sheet metal, Bao Tie
Plate or nonmetallic thin plate can be connected using welding or fastener with joint or steel reinforcement cage end.
Embodiment in the present invention is only used for that the present invention will be described, does not constitute the limitation to right,
Other substantially equivalent replacements that those skilled in that art are contemplated that, all fall in the scope of protection of the present invention.
Claims (10)
1. diaphram wall skeleton, it is characterised in that including：
Joint and steel reinforcement cage；The steel reinforcement cage one or both ends are provided with joint；
Also include isolating device, the isolating device two ends are connected on steel reinforcement cage end or joint；The isolating device
By at least one side closed of the steel reinforcement cage, for stopping filling to the concrete in the steel reinforcement cage from the side around flowing to other steel
The concrete poured at muscle cage or at adjacent steel reinforcement cage is around flowing at this section of steel reinforcement cage；
The joint or steel reinforcement cage end are provided with guider, and the guider is provided with gathering sill；The gathering sill sets
It is equipped with opening；The isolating device is flexible sheet material, and the flexible sheet material two ends are respectively arranged at the guiding of the guider
In groove, the flexible sheet material is stretched out outside the gathering sill from the opening；
The flexible sheet material end is provided with guide pillar；The guide pillar is inserted in the gathering sill；
The isolating device is arranged at meeting pitted surface, meeting native face or meet pitted surface and meet soil while being arranged on for the underground reinforced cage
Face.
2. diaphram wall skeleton according to claim 1, it is characterised in that the flexible sheet material two ends are connected to described
On the end of steel reinforcement cage or joint or the flexible sheet material is arranged on the steel reinforcement cage.
3. diaphram wall skeleton according to claim 1, it is characterised in that the isolating device is geotextiles, plastics
Cloth or woven cloth.
4. diaphram wall skeleton according to claim 1, it is characterised in that the joint includes plate body, the guiding
Device is arranged on the plate body, protrudes from the plate body.
5. diaphram wall skeleton according to claim 1, it is characterised in that the joint is I-shape construction, described
Joint includes plate body and wing plate；The guider is arranged on the wing plate, protrudes from the wing plate.
6. diaphram wall skeleton according to claim 1, it is characterised in that the guide pillar can be along the guiding groove depth
It is arranged in the gathering sill to direction plug, and the guide pillar is restricted in the gathering sill.
7. the diaphram wall skeleton according to claim 1 or 6, it is characterised in that the gathering sill is provided with opening；Institute
Size of the guide pillar size less than the gathering sill is stated, and more than the size of the opening.
8. diaphram wall skeleton according to claim 1, it is characterised in that seal plate, institute are provided with the joint
Seal plate end is stated to be connected with the joint, and along the length direction extension of the groove.
9. diaphram wall skeleton according to claim 1, it is characterised in that the steel reinforcement cage is multistage, the joint
Number is multiple；Every section of steel reinforcement cage two ends are respectively arranged with joint, and one section of steel reinforcement cage is provided between each two joint.
10. diaphram wall skeleton according to claim 1, it is characterised in that the isolating device is sheet metal, Bao Tie
Plate or nonmetallic thin plate.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510173983.3A CN104790380B (en) | 2015-04-13 | 2015-04-13 | Underground diaphragm wall framework |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201510173983.3A CN104790380B (en) | 2015-04-13 | 2015-04-13 | Underground diaphragm wall framework |
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| Publication Number | Publication Date |
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| CN104790380A CN104790380A (en) | 2015-07-22 |
| CN104790380B true CN104790380B (en) | 2017-05-24 |
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Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
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| CN110258517B (en) * | 2019-06-13 | 2021-06-18 | 广州穗岩土木科技股份有限公司 | Construction method for underground continuous wall joint |
| CN113136897B (en) * | 2021-03-19 | 2022-08-05 | 中铁隧道局集团有限公司 | Inverted tower type reverse multi-path underground diaphragm wall water stop structure and construction process |
Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN204690730U (en) * | 2015-04-13 | 2015-10-07 | 上海远方基础工程有限公司 | Diaphragm wall skeleton |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS6016534B2 (en) * | 1976-12-08 | 1985-04-26 | 株式会社鴻池組 | Construction method for underground continuous wall connections |
| CN101205717A (en) * | 2006-12-18 | 2008-06-25 | 上海华瀛建筑科技有限公司 | Ultra-deep underground continuous wall connector |
| CN203613562U (en) * | 2013-10-24 | 2014-05-28 | 江苏城市职业学院 | Flexible joint for underground continuous wall |
| CN203834524U (en) * | 2014-03-31 | 2014-09-17 | 广西建工集团第五建筑工程有限责任公司 | Concrete streaming preventing device for H-type steel connector grout stop plate at underground continuous wall chase section |
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- 2015-04-13 CN CN201510173983.3A patent/CN104790380B/en active Active
Patent Citations (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN204690730U (en) * | 2015-04-13 | 2015-10-07 | 上海远方基础工程有限公司 | Diaphragm wall skeleton |
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