CN208455638U - Lattice column water-tight device in a kind of foundation pit - Google Patents

Lattice column water-tight device in a kind of foundation pit Download PDF

Info

Publication number
CN208455638U
CN208455638U CN201820668523.7U CN201820668523U CN208455638U CN 208455638 U CN208455638 U CN 208455638U CN 201820668523 U CN201820668523 U CN 201820668523U CN 208455638 U CN208455638 U CN 208455638U
Authority
CN
China
Prior art keywords
water
lattice column
circle
steel plate
lattice
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.)
Active
Application number
CN201820668523.7U
Other languages
Chinese (zh)
Inventor
刘丹娜
龚杰
韦生达
殷胜光
周勋
王登科
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Road and Bridge International Co Ltd
China Communication North Road and Bridge Co Ltd
Original Assignee
Road and Bridge International Co Ltd
China Communication North Road and Bridge Co Ltd
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by Road and Bridge International Co Ltd, China Communication North Road and Bridge Co Ltd filed Critical Road and Bridge International Co Ltd
Priority to CN201820668523.7U priority Critical patent/CN208455638U/en
Application granted granted Critical
Publication of CN208455638U publication Critical patent/CN208455638U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Building Environments (AREA)

Abstract

Lattice column water-tight device in a kind of foundation pit; the waterproof construction that lattice column passes through bottom plate includes the waterproof roll that the bottom is arranged in; a circle sealant is laid in the surrounding intersection of waterproof roll and lattice column; pea gravel concreten protective layer and bottom plate have successively been poured upwards from waterproof roll; two circle water-swellable water-stop glues are laid with along lattice column surrounding, the surrounding of the lattice column between two circle water-swellable water-stop glues is additionally provided at least one circle steel plate for sealing water;The waterproof construction that lattice column passes through top plate includes the two circle water-swellable water-stop glues laid along lattice column surrounding, and the surrounding of the lattice column between two circle water-swellable water-stop glues is additionally provided at least one circle steel plate for sealing water.The utility model is improved by the structure to steel plate for sealing water and the combination of steel plate for sealing water and water-swellable water-stop glue, can reinforce the waterproof effect of lattice column and station bottom plate, top plate joint in foundation pit.

Description

Lattice column water-tight device in a kind of foundation pit
Technical field
The utility model relates to the realm of building construction, specifically, being related to lattice column water-tight device in a kind of foundation pit.
Background technique
With the design that subway underground station is increasing, guarantee foundation pit support system structure in Deep Excavation Safety often will increase lattice column, but lattice column gos deep into bottom plate or less and is more than top plate or more, for passing through bottom plate and top All there are different opinions in waterproof construction when plate, waterproof effect is not also complied with one's wishes closely mostly, and some even later periods need to cut Region of interest is done over again.
Utility model content
In order to solve the above technical problems, the utility model provides lattice column water-tight device in a kind of foundation pit, including lattice column The waterproof construction and lattice column that pass through bottom plate pass through the waterproof construction of top plate, wherein lattice column passes through the waterproof construction packet of bottom plate The waterproof roll that the bottom is set is included, is laid with a circle sealant in the surrounding intersection of waterproof roll and lattice column, from anti- Water coiled material has successively poured pea gravel concreten protective layer and bottom plate upwards, is laid with two circle water-swellable sealings along lattice column surrounding Glue, also, the surrounding of the lattice column between two circle water-swellable water-stop glues is additionally provided at least one circle steel plate for sealing water;Lattice column The waterproof construction for passing through top plate includes the two circle water-swellable water-stop glues laid along lattice column surrounding, also, swollen in two circle chance water The surrounding of lattice column between swollen water-stop glue is additionally provided at least one circle steel plate for sealing water.
Preferably, respectively around one circle of outer wall setting of lattice column above and below each circle water-swellable water-stop glue Reinforcing bar.
Preferably, the steel plate for sealing water includes plate body, and the both ends of the plate body are respectively to the direction far from lattice column Form at least one bending side.
Preferably, on the upstream face of steel plate for sealing water, it is additionally provided with one of detour full curve slot.
Preferably, the steel plate for sealing water is when on the periphery for be installed to lattice column, to be close to the direction steel plate for sealing water of lattice column The mode gradually decreased is installed, and the side with detour full curve slot is arranged in upstream face.
Preferably, it is additionally provided on the upstream face of steel plate for sealing water multiple to the inclined baffle in lattice column direction.
Preferably, the sealant selects polyurethane sealant.
Preferably, the thickness of the steel plate for sealing water is no less than 2mm.
Preferably, the steel plate for sealing water is located at the middle position of the length of lattice column in the soleplate.
The utility model is in each circle water-swellable water-stop glue up and down respectively around one circle steel of the outer wall setting of lattice column Muscle, can limit water-stop glue displacement, prevent water-stop glue is generated in casting cement floating dislocation, moreover, upper and lower two reinforcing bars and There is certain gap between water-stop glue, it, being capable of close and sealing glue laminating, upper and lower reinforcing bar and sealing after water-stop glue expansion Glue seals the lateral surface of lattice column jointly.The plate body of steel plate for sealing water is formed at least one bending, is additionally provided with one in upstream face Road detour full curve slot.The steel plate for sealing water is when on the periphery for be welded to lattice column, to gradually decrease to the direction of lattice column Mode install.It is additionally provided on steel plate for sealing water multiple to the inclined baffle in lattice column direction, through the above structure, Ke Yijin One step stops underground water to permeate up around steel plate for sealing water.Reinforce lattice column and station bottom plate in foundation pit, top plate joint it is anti- Water effect eliminates structure leakage hidden trouble, prevents later rework.
Detailed description of the invention
By the way that embodiment is described in conjunction with following accompanying drawings, the features described above and technological merit of the utility model will It becomes more fully apparent and is readily appreciated that.
Fig. 1 is to indicate that the lattice column of the utility model embodiment passes through the schematic diagram of the waterproof construction of bottom plate;
Fig. 2 is to indicate that the lattice column of the utility model embodiment passes through the schematic diagram of the waterproof construction of top plate;
Fig. 3 is to indicate that the underground water of the utility model embodiment bypasses the flow schematic diagram of steel plate for sealing water;
Fig. 4 is the schematic diagram for indicating the steel plate for sealing water for being provided with baffle of the utility model embodiment.
Specific embodiment
The embodiment of lattice column water-tight device in foundation pit described in the utility model described below with reference to the accompanying drawings.Ability The those of ordinary skill in domain will recognize, can be with various without departing from the spirit and scope of the utility model Different mode or combinations thereof is modified described embodiment.Therefore, attached drawing and description are regarded as illustrative in nature, It is not intended to limit the scope of the claims.In addition, in the present specification, attached drawing is drawn not in scale, and identical Appended drawing reference indicate identical part.
It is hereinafter illustrated by taking foundation pit in subway station as an example, but the present embodiment is not intended to limit it and is applied only to subway In the foundation pit stood.As shown in Figure 1, subway station lattice column water-tight device includes the waterproof construction and lattice that lattice column passes through bottom plate Column passes through the waterproof construction of top plate.First illustrate that it passes through the structure of bottom plate below.Be layed in the bottom is waterproof roll 20.? The surrounding intersection of waterproof roll 20 and lattice column 10 is laid with a circle sealant 30.Preferably, which selects polyurethane Sealant.The pea gravel concreten protective layer 70 that no less than 5cm thickness is also poured on waterproof roll, in pea gravel concreten protective layer Bottom plate 40 is poured on 70.Also, in the top of pea gravel concreten protective layer 70, it is swollen that two circles chance water is laid with along 10 surrounding of lattice column Swollen water-stop glue 60, also, the surrounding of the lattice column 10 between two circle water-swellable water-stop glues 60 is additionally provided at least one circle and stops Water steel plate 50.The thickness of the steel plate for sealing water is no less than 2mm.Wherein it is preferred to which the steel plate for sealing water 50 is located at lattice column in bottom plate The middle position of middle length.
Illustrate that lattice column passes through the waterproof construction of top plate below, as shown in Fig. 2, including being laid with two circles along lattice column surrounding Water-swellable water-stop glue, also, the surrounding of the lattice column between two circle water-swellable water-stop glues is additionally provided at least one circle and stops Water steel plate.The thickness of the steel plate for sealing water is no less than 2mm.Wherein it is preferred to which the steel plate for sealing water is located at lattice column in top plate 80 The middle position of length.
In one alternate embodiment, being set respectively around the outer wall of lattice column up and down in each circle water-swellable water-stop glue Set a circle reinforcing bar 90.Reinforcing bar 90 can limit the displacement of water-swellable water-stop glue, prevent water-swellable water-stop glue in casting cement Floating dislocation is generated to stop moreover, having certain gap between upper and lower two reinforcing bars and water-swellable water-stop glue in water-swellable Glue expansion after, can closely and water-swellable sealing glue laminating, upper and lower reinforcing bar and water-swellable water-stop glue seal lattice jointly The lateral surface of structure column.
In one alternate embodiment, as shown in figure 3, the steel plate for sealing water includes plate body 501, steel plate for sealing water ontology 10 Both ends form at least one bending side 502 to the direction far from lattice column respectively, also, the linkage section between steel plate for sealing water is equal For fillet.Further, on the upstream face of steel plate for sealing water, it is additionally provided with one of detour full curve slot (not shown).It should be only Water steel plate 10 is installed in a manner of gradually tilting upward from inside to outside when on the periphery for be welded to lattice column.And to have The side of detour full curve slot is arranged in upstream face.The route that seeps water is as shown by arrows in figure, due to the oblique updip of steel plate for sealing water Tiltedly, when underground water permeates up around steel plate for sealing water, underground water has the trend to glide along plate face.It is more due to being provided with A bending side can extend the infiltration route of underground water.Although can have been poured in detour full curve slot after casting concrete Concrete, but underground water still has part water flow along detour full curve when permeating up in inclined plate face Slot flowing improves the sealing efficiency at construction joint with this, prevents the hidden danger of quality of easy to leak water at construction joint.
In one alternate embodiment, multiple incline to lattice column direction as shown in figure 4, being additionally provided on steel plate for sealing water 50 Oblique baffle 503 can further stop underground water to permeate up around steel plate for sealing water 50 by the baffle 503.
The above is only the preferred embodiment of the present invention, is not intended to limit the utility model, for this field Technical staff for, various modifications and changes may be made to the present invention.Within the spirit and principle of the utility model, Any modification, equivalent replacement, improvement and so on should be included within the scope of protection of this utility model.

Claims (9)

1. lattice column water-tight device in a kind of foundation pit, which is characterized in that pass through the waterproof construction and lattice of bottom plate including lattice column Column passes through the waterproof construction of top plate, wherein
The waterproof construction that lattice column passes through bottom plate includes the waterproof roll that the bottom is arranged in, the four of waterproof roll and lattice column All intersections are laid with a circle sealant, pea gravel concreten protective layer and bottom plate have successively been poured upwards from waterproof roll, along lattice Structure column surrounding is laid with two circle water-swellable water-stop glues, also, the surrounding of the lattice column between two circle water-swellable water-stop glues It is additionally provided at least one circle steel plate for sealing water;
The waterproof construction that lattice column passes through top plate includes the two circle water-swellable water-stop glues laid along lattice column surrounding, also, The surrounding of lattice column between two circle water-swellable water-stop glues is additionally provided at least one circle steel plate for sealing water.
2. lattice column water-tight device in foundation pit according to claim 1, which is characterized in that
Respectively around one circle reinforcing bar of the outer wall setting of lattice column above and below each circle water-swellable water-stop glue.
3. lattice column water-tight device in foundation pit according to claim 1, which is characterized in that
The steel plate for sealing water includes plate body, and the both ends of the plate body form at least one to the direction far from lattice column respectively Bending side.
4. lattice column water-tight device in foundation pit according to claim 3, which is characterized in that
On the upstream face of steel plate for sealing water, it is additionally provided with one of detour full curve slot.
5. lattice column water-tight device in foundation pit according to claim 3, which is characterized in that the steel plate for sealing water is being installed to lattice When on the periphery of structure column, the direction steel plate for sealing water to be close to lattice column is installed in a manner of gradually decreasing, and is made with detour company The side of continuous curved groove is arranged in upstream face.
6. lattice column water-tight device in foundation pit according to claim 3, which is characterized in that on the upstream face of steel plate for sealing water It is additionally provided with multiple to the inclined baffle in lattice column direction.
7. lattice column water-tight device in foundation pit according to claim 1, which is characterized in that
The sealant selects polyurethane sealant.
8. lattice column water-tight device in foundation pit according to claim 1, which is characterized in that
The thickness of the steel plate for sealing water is no less than 2mm.
9. lattice column water-tight device in foundation pit according to claim 3, which is characterized in that the steel plate for sealing water is located at lattice The middle position of the length of column in the soleplate.
CN201820668523.7U 2018-05-07 2018-05-07 Lattice column water-tight device in a kind of foundation pit Active CN208455638U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201820668523.7U CN208455638U (en) 2018-05-07 2018-05-07 Lattice column water-tight device in a kind of foundation pit

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201820668523.7U CN208455638U (en) 2018-05-07 2018-05-07 Lattice column water-tight device in a kind of foundation pit

Publications (1)

Publication Number Publication Date
CN208455638U true CN208455638U (en) 2019-02-01

Family

ID=65151585

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201820668523.7U Active CN208455638U (en) 2018-05-07 2018-05-07 Lattice column water-tight device in a kind of foundation pit

Country Status (1)

Country Link
CN (1) CN208455638U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112227601A (en) * 2020-07-31 2021-01-15 中国一冶集团有限公司 Waterproof construction method for bottom plate at lattice column

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112227601A (en) * 2020-07-31 2021-01-15 中国一冶集团有限公司 Waterproof construction method for bottom plate at lattice column
CN112227601B (en) * 2020-07-31 2022-07-15 中国一冶集团有限公司 Waterproof construction method for bottom plate at lattice column

Similar Documents

Publication Publication Date Title
Hung et al. Technical manual for design and construction of road tunnels-civil elements
CN108316952B (en) Tunnel heat-preservation and drainage-prevention system in alpine region
Reis et al. Bridge design: concepts and analysis
CN208455638U (en) Lattice column water-tight device in a kind of foundation pit
CN209277907U (en) A kind of compatibility of deformation of tunnel expansion joint and discharge structure
CN107881857B (en) Magnetic suspension tunnel track drainage system
KR20130039634A (en) Water-storage tank
CN107060878B (en) A kind of the inspection window and its application method of tunnel drainage system
ITMI20101877A1 (en) METHOD AND DEVICE FOR DRAINAGE OF INFILTRATED WATER IN HYDRAULIC STRUCTURES.
CN205804419U (en) The tenon formula joint waterproofing structure of concrete waist rail embedded structure side wall
JP5159179B2 (en) Water shielding device
CN110387908B (en) Multi-layer restraining anti-leakage post-pouring belt construction method
CN106837349B (en) It regulates and stores moldeed depth layer tunnel at the interflow of double circle overlap joint shape shield machines construction
CN106013256A (en) Tenon type connector water-proof structure for side wall of concrete waist beam embedded structure
CN204825552U (en) Multi -functional concrete asphalt road of drainage type
JP2900129B2 (en) Method of constructing continuous underground wall and continuous underground wall
Busby et al. Design and construction of the Øresund tunnel
CN104746526B (en) A kind of raft foundation with fluid pipeline path
JP7233193B2 (en) tunnel with waterway
Lunardi et al. Milan to Genoa high speed/capacity railway: The Italian section of the Rhine-Alpine corridor
JP2835790B2 (en) Tunnel wall and its construction method
Zhou Design of Municipal Tunnel for Public Utilities to Cross Urban River with Open Cut Method
Sanders et al. Rehabilitation and expansion of the Central City Tunnel System in Minneapolis, MN.
Novak et al. CSO Control in the Derby City
Culverwell Comparative merits of steel and concrete forms of tunnel

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant