CN214614160U - Pre-laying anti-sticking waterproof structure of ultra-deep independent foundation - Google Patents

Pre-laying anti-sticking waterproof structure of ultra-deep independent foundation Download PDF

Info

Publication number
CN214614160U
CN214614160U CN202120193033.8U CN202120193033U CN214614160U CN 214614160 U CN214614160 U CN 214614160U CN 202120193033 U CN202120193033 U CN 202120193033U CN 214614160 U CN214614160 U CN 214614160U
Authority
CN
China
Prior art keywords
waterproof
foundation
independent foundation
independent
bottom plate
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
CN202120193033.8U
Other languages
Chinese (zh)
Inventor
席新雅
祁晓恺
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.)
Wuxi Dongfang Yuhong Waterproof Engineering Co Ltd
Original Assignee
Wuxi Dongfang Yuhong Waterproof Engineering 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 Wuxi Dongfang Yuhong Waterproof Engineering Co Ltd filed Critical Wuxi Dongfang Yuhong Waterproof Engineering Co Ltd
Priority to CN202120193033.8U priority Critical patent/CN214614160U/en
Application granted granted Critical
Publication of CN214614160U publication Critical patent/CN214614160U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Road Paving Structures (AREA)

Abstract

The utility model belongs to the technical field of the waterproof technique of building and specifically relates to a waterproof structure of anti-sticking method of pre-spread of super dark independent foundation is related to, it includes independent foundation, the stone layer has been pour around the independent foundation, the post wall has been pour on the independent foundation, the post wall top is equipped with waterproof bottom plate, the interior cylindricality groove that is used for holding the post wall that forms of stone layer, the basic brick mould has been built by post inslot wall, the concrete bed has been pour on the stone layer surface, the basic brick mould is built by laying to cylindricality groove top port department, two-sided self-adhesion coiled material additional layer has been laid to the anti-sticking waterproof coiled material of pre-spread on two-sided self-adhesion coiled material additional layer surface, the bottom plate reinforcing bar that has two piece at least vertical settings is buried in the independent foundation, the bottom plate reinforcing bar is extended to waterproof bottom plate by independent foundation. The utility model discloses have to the good waterproof effect of super dark independent foundation.

Description

Pre-laying anti-sticking waterproof structure of ultra-deep independent foundation
Technical Field
The utility model belongs to the technical field of the waterproof technique of building and specifically relates to a waterproof construction of anti-sticking method of prespreading of super deep independent foundation is related to.
Background
The prior art does not have a special description on the waterproof method of the ultra-deep independent foundation, and the construction is generally divided into two types according to the waterproof method of the bottom plate:
1. the bottom plate is constructed by adopting a conventional non-pre-paving reverse adhesion method, and then the method is as follows: constructing a waterproof layer on an independent foundation cushion layer, then erecting a mold and pouring an independent foundation structure, after the mold is disassembled, turning up and wrapping the waterproof layer in a hot melting way, turning up and wrapping the waterproof layer to the cushion layer of the large raft and reserving the lap joint width, and after the large raft cushion layer is put up in the later period, carrying out hot melting lap joint on the waterproof layer on the raft cushion layer.
2. When the waterproof layer of the bottom plate is constructed by adopting a pre-paving and anti-sticking method, the part has no effective construction due to the problems of the working procedures. The main reasons are as follows: the pre-laid reverse-bonding coiled material needs to be provided with a waterproof layer and then a pouring structure, the waterproof layer is firstly constructed on the cushion layer or the brick bed film, and then the pouring structure is fully bonded with the waterproof layer. Firstly, a wood formwork is often firstly erected for independent foundation construction, and the wood formwork cannot be pre-paved with waterproof coiled materials at the inner side due to the split bolts, so that the pre-paved and anti-sticking waterproof coiled materials cannot be constructed when the waterproof enters a field. Secondly, if a pre-paving and anti-sticking method is not adopted and a conventional waterproof coiled material is selected, the lapping of the conventional asphalt coiled material and the large-surface waterproof coiled material of the bottom plate is difficult, and the waterproof weak part cannot be effectively protected.
SUMMERY OF THE UTILITY MODEL
Not enough to prior art existence, the utility model aims at providing a waterproof construction of anti-sticking method of prespreading of super deep independent basis, it has the good water-proof effects to super deep independent basis.
The above object of the present invention is achieved by the following technical solutions:
the utility model provides an extra-deep independent foundation's anti-method waterproof construction that glues of prespreading, includes the independent foundation, the terrane layer has been pour around the independent foundation, the column wall has been pour on the independent foundation, the column wall top is equipped with waterproof bottom plate, the intraformational column groove that is used for holding the column wall of terrane, the column inslot wall has built basic brick mould by laying bricks or stones, the concrete bed has been pour on the terrane layer surface, basic brick mould is built by laying bricks or stones to column groove top port department, two-sided self-adhesion coiled material additional layer has been laid to basic brick mould top border department, two-sided self-adhesion coiled material additional layer surface has been laid and has been spread anti-waterproofing membrane that glues in advance.
The present invention may be further configured in a preferred embodiment as: at least two vertically arranged bottom plate reinforcing steel bars are embedded in the independent foundation and extend into the waterproof bottom plate from the independent foundation.
The present invention may be further configured in a preferred embodiment as: the pre-paved reverse-bonding waterproof roll is turned downwards by 300mm towards the inside of the cylindrical groove.
The present invention may be further configured in a preferred embodiment as: the depth of the foundation brick mold is 300 mm.
The present invention may be further configured in a preferred embodiment as: and integrally pouring the waterproof bottom plate.
The present invention may be further configured in a preferred embodiment as: and a water stop steel plate is arranged in the waterproof bottom plate.
The present invention may be further configured in a preferred embodiment as: the compaction coefficient of the soil stone layer is not less than 0.95.
The present invention may be further configured in a preferred embodiment as: the width of the additional layer of the double-sided self-adhesive coiled material is 500 mm.
The present invention may be further configured in a preferred embodiment as: the independent foundation is an independent column foundation or a strip foundation or a raft foundation.
To sum up, the utility model discloses a following at least one useful technological effect:
1. the problem that construction cannot be performed when the ultra-deep independent foundation is constructed by adopting the pre-paved anti-sticking waterproof coiled material is solved;
2. the integral pouring effect of the large raft plate and the independent foundation is ensured, and the potential leakage hazard caused by the fact that construction joints are reserved at the edges of the raft plate is avoided;
3. the embedded water stop steel plate provides waterproof dual guarantee.
Drawings
Fig. 1 is a schematic view of the overall structure of the embodiment.
In the figure, 1, independent basis; 2. a column wall; 3. a layer of terra cotta; 4. constructing a joint; 5. a basic brick mold; 6. pre-paving a reverse-adhesion waterproof coiled material; 7. a waterproof bottom plate; 8. a water stop steel plate; 9. a bottom plate steel bar; 10. an additional layer of double-sided self-adhesive coiled material; 11. a concrete pad.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
Example (b):
referring to fig. 1, for the utility model discloses a contrary bonding method waterproof construction of extra-deep free foundation 1's pre-laying, including free foundation 1, stone layer 3 has been pour around free foundation 1, column wall 2 has been pour on the free foundation 1, 2 tops of column wall are equipped with waterproof baseplate 7, the interior cylindricality groove that is used for holding column wall 2 that forms of stone, basic brick mould 5 has been built by post inslot wall, concrete bed 11 has been pour on 3 surfaces in stone layer, basic brick mould 5 is built by laying bricks or stones to cylindricality groove top port department, 5 top border departments of basic brick mould have laid two-sided self-adhesion coiled material additional layer 10, two-sided self-adhesion coiled material additional layer 10 surfaces have been laid and have been spread anti-bonded waterproofing membrane 6 in the pre-laying.
The independent foundation 1 is an independent column foundation or a strip foundation or a raft foundation.
The layer of earthen rock 3 may be sand or clay.
The additional layers 10 of double-sided self-adhesive web are 500mm wide, which allows the additional layers 10 of double-sided self-adhesive web to have a greater range of water repellency.
The bottom plate reinforcing steel bars 9 of two vertical settings are buried in the independent foundation 1, and the bottom plate reinforcing steel bars 9 extend to the waterproof bottom plate 7 from the independent foundation 1, so that the connection strength of the independent foundation 1 and the waterproof bottom plate 7 is enhanced.
The depth of the foundation brick mold 5 is 300mm, and the pre-paved reverse-adhered waterproof roll 6 is turned downwards by 300mm towards the cylindrical groove, so that the waterproof effect is ensured.
The waterproof bottom plate 7 is integrally cast, and the waterproof steel plate 8 is embedded in the waterproof bottom plate 7, so that the waterproof effect of the waterproof bottom plate 7 is enhanced.
The compaction coefficient of the soil stone layer 3 is not less than 0.95, and the strength of the whole structure is ensured.
The implementation principle of the embodiment is as follows:
1. reserving a position of a first pouring construction joint 4 of the independent foundation 1 at a position 300mm below the bottom elevation of the waterproof board, and removing the formwork after pouring of the independent foundation 1 is completed;
2. backfilling the backfilled soil to the position of the first construction joint 4;
3. building a foundation brick film to the bottom of the waterproof bottom plate 7 (similar to the concave of a foundation pit);
4. continuously backfilling until the bottom elevation of the concrete cushion layer 11 is reached, and pouring the concrete cushion layer 11;
5. constructing a 500mm wide double-sided self-adhesive coiled material additional layer 10 at the internal corner, laying a pre-laid anti-adhesive HDPE waterproof coiled material 6 on the large surface of the cushion layer in a vacant way, and turning down for 300mm along the position of a basic brick film;
6. the bottom plate reinforcing steel bars 9 are erected, the middle buried water stop steel plate 8 is arranged in the position, and the independent foundation 1 and the independent bottom plate are simultaneously poured with concrete.
The embodiment of this specific implementation mode is the preferred embodiment of the present invention, not limit according to this the utility model discloses a protection scope, so: all equivalent changes made according to the structure, shape and principle of the utility model are covered within the protection scope of the utility model.

Claims (9)

1. The utility model provides a waterproof construction of anti-method of gluing of prespreading of super dark independent foundation (1), its characterized in that: including independent basis (1), stone layer (3) have been pour around independent basis (1), column wall (2) have been pour on independent basis (1), column wall (2) top is equipped with waterproof bottom plate (7), the interior columnar groove that is used for holding column wall (2) of the formation of stone, the columnar groove inner wall has built basic brick mould (5) by laying bricks or stones, concrete cushion (11) have been pour on stone layer (3) surface, basic brick mould (5) are built by laying bricks or stones to columnar groove top port department, two-sided self-adhesive coiled material self-adhesive additional layer (10) have been laid to basic brick mould (5) top border department, two-sided coiled material additional layer (10) surface has been laid and has been spread anti-sticking waterproofing membrane (6) in advance.
2. The waterproof structure of the ultra-deep independent foundation (1) by the pre-paving reverse adhesion method according to claim 1, which is characterized in that: the waterproof foundation is characterized in that at least two vertically-arranged bottom plate reinforcing steel bars (9) are embedded in the independent foundation (1), and the bottom plate reinforcing steel bars (9) extend into the waterproof foundation (7) from the independent foundation (1).
3. The waterproof structure of the ultra-deep independent foundation (1) by the pre-paving reverse adhesion method according to claim 1, which is characterized in that: the pre-paved reverse-adhered waterproof roll (6) is turned downwards by 300mm towards the inside of the cylindrical groove.
4. The waterproof structure of the ultra-deep independent foundation (1) by the pre-paving reverse adhesion method according to claim 1, which is characterized in that: the depth of the foundation brick die (5) is 300 mm.
5. The waterproof structure of the ultra-deep independent foundation (1) by the pre-paving reverse adhesion method according to claim 1, which is characterized in that: the waterproof bottom plate (7) is integrally cast.
6. The waterproof structure of the ultra-deep independent foundation (1) by the pre-paving reverse adhesion method according to claim 1, which is characterized in that: and a water stop steel plate (8) is arranged in the waterproof bottom plate (7).
7. The waterproof structure of the ultra-deep independent foundation (1) by the pre-paving reverse adhesion method according to claim 1, which is characterized in that: the compaction coefficient of the soil stone layer is not less than 0.95.
8. The waterproof structure of the ultra-deep independent foundation (1) by the pre-paving reverse adhesion method according to claim 1, which is characterized in that: the additional layers (10) of the double-sided self-adhesive roll are 500mm wide.
9. The waterproof structure of the ultra-deep independent foundation (1) by the pre-paving reverse adhesion method according to claim 1, which is characterized in that: the independent foundation (1) is an independent column foundation or a strip foundation or a raft foundation.
CN202120193033.8U 2021-01-22 2021-01-22 Pre-laying anti-sticking waterproof structure of ultra-deep independent foundation Active CN214614160U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN202120193033.8U CN214614160U (en) 2021-01-22 2021-01-22 Pre-laying anti-sticking waterproof structure of ultra-deep independent foundation

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN202120193033.8U CN214614160U (en) 2021-01-22 2021-01-22 Pre-laying anti-sticking waterproof structure of ultra-deep independent foundation

Publications (1)

Publication Number Publication Date
CN214614160U true CN214614160U (en) 2021-11-05

Family

ID=78438194

Family Applications (1)

Application Number Title Priority Date Filing Date
CN202120193033.8U Active CN214614160U (en) 2021-01-22 2021-01-22 Pre-laying anti-sticking waterproof structure of ultra-deep independent foundation

Country Status (1)

Country Link
CN (1) CN214614160U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116479938A (en) * 2023-04-20 2023-07-25 中铁一局集团市政环保工程有限公司 Main body structure construction process of buried sewage treatment plant

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN116479938A (en) * 2023-04-20 2023-07-25 中铁一局集团市政环保工程有限公司 Main body structure construction process of buried sewage treatment plant

Similar Documents

Publication Publication Date Title
CN110607809B (en) Waterproof construction method for basement of building engineering
CN110080242A (en) The construction method of basement pile wall interaction structural system
CN110747899B (en) Basement waterproof construction method
CN101403218B (en) Processing method for basement water-proof concrete construction joint
CN105862873B (en) Deep basal pit narrow space underground waterproof and external wall structure construction method
CN206768880U (en) A kind of waterproof construction for seashore pipe gallery
CN105178357A (en) Prefabricated subsurface structure under foundation trench open cutting condition and construction method for prefabricated subsurface structure under foundation trench open cutting condition
JPS6263712A (en) Dam structure and its construction
CN110878700A (en) Tunnel waterproof structure and construction method thereof
CN207685961U (en) Spliced drainage ditch based on corrugated pipe
CN104514216B (en) A kind of canal on embankment frost heaving resistant leakage preventing structure and construction method
CN210104811U (en) Basement pile-wall integrated waterproof structure system
CN209837281U (en) Basement outer wall and bottom plate corner waterproof node
CN110004991A (en) Underground structure anti-floating system and construction method based on raised type tangs plate
CN109797874A (en) A kind of high level Multi-tower post-cast strip advance water stop construction method
CN211523296U (en) Basement bottom plate corner construction waterproof construction
CN214614160U (en) Pre-laying anti-sticking waterproof structure of ultra-deep independent foundation
CN110295630B (en) Multilayer constraint anti-leakage post-pouring belt structure
CN113737809B (en) Waterproof construction method for lattice column crossing pipe gallery
CN212129250U (en) Construction structure for additionally arranging collecting groove on post-cast strip of high-water-level foundation
CN204645093U (en) Basement outer wall post-cast strip advanced treatment structure
CN210288465U (en) Assembled retaining wall post-cast strip plugging member
CN108661087A (en) The waterproof construction and construction method of tower crane in a kind of basement bottom board
CN103628506B (en) Construction method for waterproof positions of foundation platform and pile head
CN207998873U (en) Basement bottom plate rear pouring tape structure

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant