CN206829200U - A kind of full encirclement skin-type structure of underground waterproof engineering - Google Patents

A kind of full encirclement skin-type structure of underground waterproof engineering Download PDF

Info

Publication number
CN206829200U
CN206829200U CN201720533998.0U CN201720533998U CN206829200U CN 206829200 U CN206829200 U CN 206829200U CN 201720533998 U CN201720533998 U CN 201720533998U CN 206829200 U CN206829200 U CN 206829200U
Authority
CN
China
Prior art keywords
layer
water
waterproof
underground
based uncured
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
CN201720533998.0U
Other languages
Chinese (zh)
Inventor
冯永
沈春林
褚建军
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.)
JIANGYIN CHAMPION CHEMICALS Co Ltd
Original Assignee
JIANGYIN CHAMPION CHEMICALS 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 JIANGYIN CHAMPION CHEMICALS Co Ltd filed Critical JIANGYIN CHAMPION CHEMICALS Co Ltd
Priority to CN201720533998.0U priority Critical patent/CN206829200U/en
Application granted granted Critical
Publication of CN206829200U publication Critical patent/CN206829200U/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Landscapes

  • Road Paving Structures (AREA)

Abstract

It the utility model is related to waterproof construction technology field, more particularly to subway, underground piping, tunnel, underground pipe gallery, underground garage, the water-proof technology of underground projects such as underground antiaircraft facility, it discloses a kind of full encirclement skin-type structure of underground waterproof engineering, it includes bottom, top layer, side facing, the bottom, top layer, side facing surrounds one and forms hollow structure, in the bottom, top layer, water-based uncured dope layer and film enhancement layer are provided with side facing, and the water-based uncured dope layer in bottom, the water-based uncured dope layer in side, the water-based uncured dope layer in top, form the full encirclement structure that integration is seamlessly connected.The drawbacks of global failure or local seam crossing easy to leak easily be present in the underground waterproof engineering that the utility model overcomes prior art.

Description

A kind of full encirclement skin-type structure of underground waterproof engineering
Technical field
The utility model is related to waterproof construction technology field, more particularly to subway, underground piping, tunnel, underground pipe gallery, The water-proof technology of underground projects such as lower garage, underground antiaircraft facility.
Background technology
Underground waterproof engineering can use a variety of waterproof constructions and construction technology, and have that a variety of waterproof materials are available, Such as rigid waterproofing, flexible water, firm, soft combination waterproof.Wherein flexible water (waterproof of waterproofing industry in the industry in general sense) Coating waterproofing, waterproof coiled material, film and coiled material composite water-proof are roughly divided into again.Its water-proof mechanism is wrapped outside concrete structure One layer, the waterproof layer of multilayer or MULTILAYER COMPOSITE are covered, makes to block between structure and peripheral water source, isolate, reach waterproof purpose.Thus When agent structure and peripheral structure deform, the integrality of waterproof layer itself and close journey is pasted with agent structure Degree, can directly affect waterproof effect.
Compare the waterproof measure of main flow at present, be that so-called skin-type waterproof is formed outside concrete structure.It is such as wet Spread self-adhesive coiled material, pre-installed and inverted adhered, uncured compound with coiled material, etc..But with regard to current present situation, wall face and top plate accomplish skin-type Waterproof is easier to accomplish, waterproof layer is easier with regard to that can accomplish to combine closely with structural slab.But for the bottom plate of underground engineering But it is difficult to accomplish.Reason is that the waterproof layer of bottom plate is bonded with concrete cushion mostly, and is bonded with concrete structure, Full encirclement truly, skin-type waterproof can not be formed.After structural slab construction, if the water and soil migration under bottom plate, or Person's other factors cause concrete cushion to sink or ftracture, then waterproof layer can be damaged, due to waterproof layer and structural slab It is that physics overlays, it is easy to which the sinking and cracking for following bed course depart from concrete structural slab, form channeling water layer.Deposited in structural slab Seepage occurs in the case of defect.Even using relatively good pre-installed and inverted adhered technique is combined, difficulty of construction is also larger, does not do Protective layer directly easily injures waterproof layer in reinforcing bar colligation on waterproof layer, does protective layer, reduces waterproof layer and agent structure again Integraty.
Therefore traditional underground waterproof technology, has short slab in bottom parts.Particularly from the waterproof construction of entirety, The rigid structure material that have cured is eventually become after being constructed due to its waterproof material, if as diastrophism, settles, collapse Reason, waterproof layer follow the sinking of bed course and cracking to depart from concrete structural slab, form channeling water layer, cause waterproof with structural slab The global failure of structure;In addition there is seam in the lap-joint due to waterproof roll in construction, turn into the weak link of its waterproof. Therefore, the drawbacks of easy global failure or local seam crossing easy to leak being present using the underground waterproof engineering of above-mentioned prior art.
Utility model content
In order to solve the above-mentioned technical problem, the utility model proposes a kind of full encirclement skin-type knot of underground waterproof engineering Structure, its technical scheme are as follows:
A kind of full encirclement skin-type structure of underground waterproof engineering, including bottom, top layer, side facing, the bottom, top Layer, side facing surround one and form hollow structure, the bottom from bottom to up include link one lower concrete bed course, Bottom rubber asphalt waterproof coating layer, the water-based uncured dope layer in bottom, bottom thin film enhancement layer, lower concrete basal layer; The side facing includes side concrete foundation layer, and it is water-based non-to be sequentially provided with side outside the side concrete foundation layer Coating material solidified layer, side film enhancement layer, side waterproof layer, the side waterproof layer are rubber asphalt waterproof coating layer or waterproof Coiled material layer;The top layer includes top concrete basal layer, and top is sequentially provided with outside the top concrete basal layer Water-based uncured dope layer, top film enhancement layer, top waterproof layer, the top waterproof layer are rubber asphalt waterproof coating layer Or waterproof roll layer.
The utility model is in overall structure, the water-based uncured dope layer in its bottom, the water-based uncured dope layer in side, top The water-based uncured dope layer in portion forms the full encirclement structure of integration seamless connection.
Preferably, the bottom thin film enhancement layer, side film enhancement layer, top film enhancement layer are non-woven fabrics.
Preferably, the water-based uncured dope layer in the bottom, the water-based uncured dope layer in side, the water-based uncured painting in top The bed of material is the water-based uncured dope layer of spary coating type.
It is highly preferred that the water-based uncured dope layer in bottom, the water-based uncured dope layer in side, the water-based uncured coating in top The thickness of layer is 0.5-4mm.
Additionally, it is preferred that the thickness of bottom rubber asphalt waterproof coating layer, side rubber asphalt waterproof coating layer is 0.5- 4mm。
It is as follows according to a kind of construction method of the full encirclement skin-type structure of above-mentioned underground waterproof engineering:
Step 1, bottom construction, it includes:
Step 1-1, after underground engineering concrete cushion is constructed, under conditions of Wu Mingshui, sprayed using mechanization Apply, construct as 0.5-4mm thickness rubber asphalt waterproof coatings;
Step 1-2, after rubber asphalt waterproof coating construction (also can followed by synchronous construction), be sprayed using mechanization Construction is applied as the thick water-based uncured coating of 0.5-4mm;
Step 1-3, synchronization paving non-woven fabrics during water-based uncured coating application;
Step 1-4, after non-woven fabrics paving, directly in top snap the line assembling reinforcement, formwork supporting plate, carry out concrete and pour Build.
Step 2, side construction, it includes:
Step 2-1, after basement side wall concrete construction, automatic arc spraying construction 0.5-4mm is thick water-based uncured Coating;
Step 2-2, during water-based uncured coating application, synchronous paving non-woven fabrics;
Step 2-3, treat that water-based uncured coating separates out moisture evaporation and finished, it is thick using automatic arc spraying construction 0.5-4mm Rubber asphalt waterproof coating or laying water-proof coiled material layer;
Step 2-4, extruded sheet or other protection facilities are directly laid after constructing.
Step 3, top layer construction, it includes:
Step 3-1, after basement roof side wall concrete, automatic arc spraying construction 0.5-4mm is thick water-based uncured Coating;
Step 3-2, during the water-based uncured construction of spary coating type, synchronous paving non-woven fabrics;
Step 3-3, treat that water-based uncured coating separates out moisture evaporation and finished, it is thick using automatic arc spraying construction 0.5-4mm Rubber asphalt waterproof coating or laying water-proof coiled material layer;
Step 4, bottom plate and side wall transition are constructed:Waterproof layer edge is extended to and is no less than 500mm beyond main structure body, with Realize the seamless connection of adjacent surface.
It is pointed out that in above-mentioned construction method, in the case of planting plants are arranged at basement roof top, then cancel Step 3-3, is changed to direct Hot-melt construction waterproof roll layer, so can effectively prevent the root of plant to the damage of waterproof construction It is bad.
The beneficial effects of the utility model are:
First, the utility model is using the water-based uncured coating of spary coating type and spary coating type rubber asphalt waterproof coating as master Material, using two kinds of respective advantages of material, with film enhancement layer (non-woven fabrics) for auxiliary material, constructed, applied using automatic arc spraying In underground waterproof engineering, full encirclement truly, high-performance, skin-type waterproof construction can be formed.
Second, the water-based uncured coating in the utility model has superpower cohesive force, constructs in the surface of structure, not only It can in itself be intimately associated, and enhancement layer can be adhered to each other so as to realize the full encirclement to structure with structure.
3rd, the water-based uncured coating in the utility model never solidifies and has creep function, therefore works as structure sheet When body ftractures because of the reason such as sedimentation, displacement, can fracture repaired automatically, so as to realize the dynamic to structure Protection.
4th, spraying application is used during water-based uncured coating application in the utility model, saves artificial, efficiency high, The duration can be greatly shortened.
5th, water-based uncured coating in the utility model without solvent, without smell, no noxious gas emission, protect The health of workmen has been demonstrate,proved, has been a kind of green coating of safety and environmental protection.
6th, the water-based uncured coating in the utility model is two-component product, is mixed outside rifle, moment shaping, can be with Hanging from above during elevation construction is effectively prevented, is had a clear superiority compared with the uncured coating of traditional heat molten type.
7th, the water-based uncured coating in the utility model, without heating, can be avoided catching fire and scalded with cold construction, The safety of job site is ensure that, while the substantial amounts of energy can also be saved.
8th, the film enhancement layer in the utility model uses non-woven fabrics, conveniently walking and coiled material can overlay positioning, right It is more convenient in subsequent construction.
9th, the R. concomitans of water-based uncured coating and non-woven fabrics in the utility model, it can make it that structure is adjacent Connection and transition between face is more safe and reliable.
Tenth, make the characteristics of water-based uncured coating itself in the utility model its with after non-woven fabrics paving, its by While to pressure itself, non-woven fabrics can be penetrated and bonded with structural concrete gapless, effectively prevent channeling water.
Brief description of the drawings
Fig. 1 is a kind of schematic diagram of the full encirclement skin-type structure of underground waterproof engineering;
Fig. 2 is Fig. 1 partial enlarged drawing.
In figure:A1, lower concrete bed course, A2, bottom rubber asphalt waterproof coating layer or waterproof roll, A3, bottom water The uncured dope layer of property, A4, bottom thin film enhancement layer, A5, lower concrete basal layer;
In figure:B2, side rubber asphalt waterproof coating layer or waterproof roll, B3, the water-based uncured dope layer in side;B4、 Side film enhancement layer, B5, side concrete foundation layer;
In figure:C2, top waterproof layer (top rubber asphalt waterproofing paint layer or waterproof roll), C3, top are water-based non-solid Change dope layer;C4, top film enhancement layer, C5, top concrete basal layer.
Embodiment
With reference to the accompanying drawings and examples, specific embodiment of the present utility model is further described.Implement below Example is only used for clearly illustrating the technical solution of the utility model, and can not limit protection model of the present utility model with this Enclose.
Such as the full encirclement skin-type structure that Fig. 1 to 2 is a kind of underground waterproof engineering, including bottom, top layer, side facing, institute State bottom, top layer, side facing to surround one and form hollow structure, the bottom sequentially consists of lower concrete bed course A1, bottom rubber asphalt waterproof coating layer A2, the water-based uncured dope layer A3 in bottom, bottom thin film enhancement layer A4, bottom coagulation Earth foundation layer A5;The side facing includes side concrete foundation layer B5, the outside of the side concrete foundation layer B5 according to It is secondary to be provided with the water-based uncured dope layer B3 in side, side film enhancement layer B4, side waterproof layer B2, the side waterproof layer B2 Rubber asphalt waterproof coating layer or waterproof roll layer;The top layer includes top concrete basal layer C5, in the top coagulation The water-based uncured dope layer C3 in top, top film enhancement layer C4, top waterproof layer C2 are sequentially provided with outside earth foundation layer C5, The top waterproof layer C2 is rubber asphalt waterproof coating layer or waterproof roll layer.
In the present embodiment, the water-based uncured dope layer A3 in bottom, the water-based uncured dope layer B3 in side, top are water-based non-solid Change the full encirclement structure that dope layer C3 forms integration seamless connection.
Wherein, bottom thin film enhancement layer A4, side film enhancement layer B4, top film enhancement layer are non-woven fabrics.
Preferably, the water-based uncured dope layer A3 in bottom, the water-based uncured dope layer B3 in side, the water-based uncured painting in top Bed of material C3 is the water-based uncured dope layer of spary coating type.
Preferably, water-based uncured painting at the top of the water-based uncured dope layer A3 in bottom, the water-based uncured dope layer B3 in side Bed of material C3 thickness is preferably 2mm.
In the present embodiment, bottom rubber asphalt waterproof coating layer, the thickness of side rubber asphalt waterproof coating layer are 2mm.
The water-based uncured water-repellent paint used in the present embodiment, it, which forms meter in parts by weight, includes:Anion rubber Elastomer-modified 70~80 parts of emulsified asphalt, 8~13 parts of the modified resin emulsion that solid content is 42~70%, coagulant 0.05~ 2 parts, 0.005~0.9 part of defoamer, 0.003~0.3 part of dispersant, 0.05~1 part of stabilizer, 5~20 parts of filler, wherein cloudy The main composition of ionic rubber modified emulsifying asphalt is matrix pitch, SBS rubber grains, SBR rubber powder, NBR rubber powder, gone Ionized water, anion emulsifier, nonionic surfactant and selected from least one of aromatic naphtha and naphthenic oil.Wherein, promote Solidifying agent is combined by alum and calcium chloride.
Described above is only preferred embodiment of the present utility model, it is noted that for the common skill of the art For art personnel, on the premise of the utility model technical principle is not departed from, some improvements and modifications can also be made, these change Enter and retouch and also should be regarded as the scope of protection of the utility model.

Claims (6)

1. a kind of full encirclement skin-type structure of underground waterproof engineering, including bottom, top layer, side facing, the bottom, top layer, Side facing surrounds one and forms hollow structure, and the bottom sequentially consists of lower concrete bed course, the drip of bottom rubber Blue or green waterproof coating layer, the water-based uncured dope layer in bottom, bottom thin film enhancement layer, lower concrete basal layer;The side facing Including side concrete foundation layer, the water-based uncured coating in side is sequentially provided with outside the side concrete foundation layer Layer, side film enhancement layer, side waterproof layer, the side waterproof layer are rubber asphalt waterproof coating layer or waterproof roll layer; The top layer includes top concrete basal layer, and it is water-based non-solid that top is sequentially provided with outside the top concrete basal layer Change dope layer, top film enhancement layer, top waterproof layer, the top waterproof layer is that rubber asphalt waterproof coating layer or waterproof are rolled up Material layer.
2. a kind of full encirclement skin-type structure of underground waterproof engineering according to claim 1, it is characterized in that:The bottom Water-based uncured dope layer, the water-based uncured dope layer in side, the water-based uncured dope layer in top form integrated seamless connection Full encirclement structure.
3. a kind of full encirclement skin-type structure of underground waterproof engineering according to claim 1, it is characterized in that:The bottom Film enhancement layer, side film enhancement layer, top film enhancement layer are non-woven fabrics.
4. a kind of full encirclement skin-type structure of underground waterproof engineering according to claim 1, it is characterized in that:The bottom Water-based uncured dope layer, the water-based uncured dope layer in side, the water-based uncured dope layer in top are that spary coating type is water-based uncured Dope layer.
5. a kind of full encirclement skin-type structure of underground waterproof engineering according to claim 1, it is characterized in that:The bottom Water-based uncured dope layer, the water-based uncured dope layer in side, the thickness of the water-based uncured dope layer in top are 0.5-4mm.
6. a kind of full encirclement skin-type structure of underground waterproof engineering according to claim 1, it is characterized in that:Bottom rubber Asphalt waterproofing paint layer, the thickness of side rubber asphalt waterproof coating layer are 0.5-4mm.
CN201720533998.0U 2017-05-15 2017-05-15 A kind of full encirclement skin-type structure of underground waterproof engineering Active CN206829200U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201720533998.0U CN206829200U (en) 2017-05-15 2017-05-15 A kind of full encirclement skin-type structure of underground waterproof engineering

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201720533998.0U CN206829200U (en) 2017-05-15 2017-05-15 A kind of full encirclement skin-type structure of underground waterproof engineering

Publications (1)

Publication Number Publication Date
CN206829200U true CN206829200U (en) 2018-01-02

Family

ID=60770824

Family Applications (1)

Application Number Title Priority Date Filing Date
CN201720533998.0U Active CN206829200U (en) 2017-05-15 2017-05-15 A kind of full encirclement skin-type structure of underground waterproof engineering

Country Status (1)

Country Link
CN (1) CN206829200U (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107083780A (en) * 2017-05-15 2017-08-22 江阴正邦化学品有限公司 The full encirclement skin-type structure and construction method of a kind of underground waterproof engineering
CN111058489A (en) * 2020-01-13 2020-04-24 中国水利水电第四工程局有限公司 Underground pipe gallery waterproof layer construction method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN107083780A (en) * 2017-05-15 2017-08-22 江阴正邦化学品有限公司 The full encirclement skin-type structure and construction method of a kind of underground waterproof engineering
CN111058489A (en) * 2020-01-13 2020-04-24 中国水利水电第四工程局有限公司 Underground pipe gallery waterproof layer construction method

Similar Documents

Publication Publication Date Title
CN107059923A (en) The full encirclement skin-type structure and construction method of a kind of underground pipe gallery
CN207314375U (en) A kind of the complete of underground pipe gallery surrounds skin-type structure
CN108411939A (en) The spliced prefabricated pipe gallery of one kind and its construction method
CN206545228U (en) A kind of piping lane with waterproof construction
CN106930331A (en) Waterproof structure system of underground pipe gallery expansion joint and construction method thereof
CN107083780A (en) The full encirclement skin-type structure and construction method of a kind of underground waterproof engineering
CN205502264U (en) Waterproof structure of movement joint
CN107100380B (en) Old roof waterproof renovation method and exposed conveying appliance weather resisting colorful water-repellent paint used
CN206829200U (en) A kind of full encirclement skin-type structure of underground waterproof engineering
CN207512937U (en) A kind of new-old concrete crossover node side wall waterproofing of movement joints construction
CN206706791U (en) Base pit dewatering well plugging structure
CN210163948U (en) Construction system for pouring post-cast strip of basement roof
CN205224122U (en) Basement waterproofing bottom plate
CN203213318U (en) Waterproof layer for sump
CN107059916A (en) A kind of retaining wall disengaged with body structure portion and its construction method
CN206721936U (en) Waterproof structure system of underground pipe gallery expansion joint
CN108642996A (en) A kind of first floor or basement roof and road/square deformation joint and its construction method
CN209179060U (en) The deformation joint structure of underground pipe gallery
DE10261076A1 (en) A process for coating a cement containing shaped part useful for covering concrete building components, cold rooms, sauna units, controlled tips, sewage treatment plants, tunnels, reactor construction, gas stations, flat roof coatings
CN207121936U (en) A kind of pipe gallery roof deformation stitches waterproof construction
CN206971581U (en) A kind of water-proofing treatment system of joint of plate perforating pipe position
CN208685664U (en) A kind of city branch line underground pipe gallery construction system
CN207403305U (en) Certainly waterproof roll is filled in a kind of crack
CN207776289U (en) A kind of water-proof insulating roof system
CN202148539U (en) Composite waterproof structure using underground engineering waterproof leaking stoppage treatment and construction method

Legal Events

Date Code Title Description
GR01 Patent grant
GR01 Patent grant