CN204591314U - Double-arched tunnel mid-board waterproof and water drainage system drainable waterproofing plate - Google Patents

Double-arched tunnel mid-board waterproof and water drainage system drainable waterproofing plate Download PDF

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Publication number
CN204591314U
CN204591314U CN201520299884.5U CN201520299884U CN204591314U CN 204591314 U CN204591314 U CN 204591314U CN 201520299884 U CN201520299884 U CN 201520299884U CN 204591314 U CN204591314 U CN 204591314U
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China
Prior art keywords
waterproofing plate
drainable waterproofing
plate body
mid
board
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Expired - Fee Related
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CN201520299884.5U
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Chinese (zh)
Inventor
毛正君
魏荣誉
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Xian University of Science and Technology
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Xian University of Science and Technology
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Priority to CN201520299884.5U priority Critical patent/CN204591314U/en
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Expired - Fee Related legal-status Critical Current
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Abstract

The utility model discloses a kind of double-arched tunnel mid-board waterproof and water drainage system drainable waterproofing plate, comprise drainable waterproofing plate body, the geotechnological layer of cloth being arranged on the center line rhone on drainable waterproofing plate body central line and being arranged on drainable waterproofing plate body end face, the water drain funnel of multiple downward protrusion is provided with in center line rhone, drainable waterproofing plate body is divided into laterally straight section and two vertical arc sections, the one side that the laterally straight section of drainable waterproofing plate body contacts with geotechnological layer of cloth is provided with many transverse row tanks moved towards perpendicular to mid-board, the one side that the vertical arc section of drainable waterproofing plate body contacts with geotechnological layer of cloth is provided with many vertical drainage grooves docked with many transverse row tanks respectively and many longitudinal drainage grooves being parallel to mid-board and moving towards, many vertical drainage grooves and many longitudinal drainage grooves have intersected to form multiple draining grid mutually.The utility model simplifies construction method, reduces difficulty of construction, improves speed of application, reduces construction costs, improves guarded drainage performance.

Description

Double-arched tunnel mid-board waterproof and water drainage system drainable waterproofing plate
Technical field
The utility model belongs to double-arched tunnel guarded drainage technical field, is specifically related to a kind of double-arched tunnel mid-board waterproof and water drainage system drainable waterproofing plate.
Background technology
Double-arched tunnel structure is a kind of Tunnel structure occurred along with high-grade highway construction development in the last thirty years, has good applicability and superiority, is particularly useful for that land used is limited, alpine terrain is complicated, road represents the situations such as difficulty.Meanwhile, double-arched tunnel structure compensate for the deficiency of separate tunnel just, applies increasingly extensive.
Guarded drainage is the Focal point and difficult point problem needing in double-arched tunnel design, construction to solve.Mid-board is the weak link place of double-arched tunnel guarded drainage, mid-board guarded drainage be exactly by left and right main hole vault converge water effectively arrange guide to mid-board side feet gutter in.But, if quality is slightly not in place in the construction of double-arched tunnel mid-board guarded drainage, very easily cause occurring double-arched tunnel mid-board top leaky edema evil.
There is water leakage defect in double-arched tunnel mid-board, its reason has following several respects: one, Geological Reasons, and the country rock of mid-board top and main arch ring junction is repeatedly subject to blast disturbance, and lithology is more broken, causes this position to become the concentration zones of ponding and percolating water; , between both sides, mid-board top and left and right main hole secondary lining, there is vertical equity constuction joint and circular construction joint in two, reasons in structure; Three, construction reason, double-arched tunnel construction of central division wall operation is many, and mid-board top splash guard is difficult to protection, and reinforcing bar reserved on mid-board is being difficult to avoid with burning during main hole secondary lining reinforcement welding and poke splash guard.
At present, double-arched tunnel mid-board guarded drainage mainly contains three kinds of forms: hole, left and right, mid-board top waterproofing course communication type guarded drainage, hole, left and right, mid-board top waterproofing course disconnection type guarded drainage, composite middle partition wall guarded drainage; Hole, left and right, mid-board top waterproofing course communication type: namely refer to be arranged by waterproofing course in mid-board top, forms an overall waterproofing course; Hole, left and right, Zhong Qiang top waterproofing course disconnection type: namely with mid-board center line for standard, waterproofing course is divided into the independent waterproof construction that two are symmetrical, the guarded drainage work that two row's vertical drainage pipes carry out mid-board is set; Composite middle partition wall guarded drainage: namely refer to the alternate manner being different from above-mentioned two kinds of mid-board guarded drainage modes.
The key of double-arched tunnel mid-board guarded drainage is the guarded drainage at its top.Current general way is, first does blind pipe and carries out country rock draining, then does splash guard and carry out waterproof.But there is many problems in above-mentioned guarded drainage mode: 1. the laying of multiple waterproof/drainage structure is quite complicated at the construction field (site); 2. practice test, the structure through guarded drainage process still there will be percolating water phenomenon; 3. construction period length consuming time, construction costs is large; 4. at present engineering still guarded drainage layer is divided into anti-, arrange two-layer performing, the linking of structure often easily goes wrong.
Utility model content
Technical problem to be solved in the utility model is for above-mentioned deficiency of the prior art, and provide a kind of double-arched tunnel mid-board waterproof and water drainage system drainable waterproofing plate, its structure is simple, rationally novel in design, simplify the construction method of double-arched tunnel mid-board waterproof and water drainage system, reduce difficulty of construction, improve speed of application, ensure that construction quality and working security, reduce construction costs, improve guarded drainage performance, practical, result of use is good, just with promote the use of.
For solving the problems of the technologies described above, the technical solution adopted in the utility model is: a kind of double-arched tunnel mid-board waterproof and water drainage system drainable waterproofing plate, it is characterized in that: the drainable waterproofing plate body comprising Y shape, along the geotechnological layer of cloth that mid-board trend is arranged on the center line rhone on drainable waterproofing plate body central line and is arranged on drainable waterproofing plate body end face, the water drain funnel of multiple downward protrusion is provided with in described center line rhone, described drainable waterproofing plate body is divided into laterally straight section and symmetrical two the vertical arc sections being positioned at laterally straight section both sides, the one side that the laterally straight section of described drainable waterproofing plate body contacts with geotechnological layer of cloth is provided with many transverse row tanks moved towards perpendicular to mid-board, the one side that the vertical arc section of described drainable waterproofing plate body contacts with geotechnological layer of cloth is provided with many vertical drainage grooves docked with many transverse row tanks respectively and many longitudinal drainage grooves being parallel to mid-board and moving towards, many vertical drainage grooves and many longitudinal drainage grooves have intersected to form multiple draining grid mutually.
Above-mentioned double-arched tunnel mid-board waterproof and water drainage system drainable waterproofing plate, is characterized in that: the top being positioned at the geotechnological layer of cloth on the laterally straight section end face of drainable waterproofing plate body is provided with guarded drainage topping.
Above-mentioned double-arched tunnel mid-board waterproof and water drainage system drainable waterproofing plate, is characterized in that: the thickness of described drainable waterproofing plate body is 10mm ~ 15mm, and the thickness of described guarded drainage topping is 2mm ~ 5mm.
Above-mentioned double-arched tunnel mid-board waterproof and water drainage system drainable waterproofing plate, is characterized in that: the large 3cm ~ 4cm of relative aperture lower end, upper end bore of described water drain funnel.
Above-mentioned double-arched tunnel mid-board waterproof and water drainage system drainable waterproofing plate, is characterized in that: the width 1cm ~ 2cm larger than the upper end bore of water drain funnel of described center line rhone.
The utility model compared with prior art has the following advantages:
1, structure of the present utility model is simple, rationally novel in design.
2, the utility model can carry out prefabrication, be applicable to factory's mass production, only need be transported to job site during construction can directly install, simplify the construction method of double-arched tunnel mid-board waterproof and water drainage system, difficulty of construction can be reduced, improve speed of application, ensure that construction quality and working security, reduce construction costs.
3, when the utility model uses, polylith drainable waterproofing plate can adopt the mode of welding to connect, and connects robust, avoids and have water leakage at interface, improve the guarded drainage performance of double-arched tunnel mid-board.
4, the utility model integrate anti-, drain function, without the need to again guarded drainage layer is divided into anti-, arrange two-layer performing, still can there is percolating water phenomenon in the middle partition wall structure avoided through guarded drainage process.
5, of the present utility model practical, result of use is good, just with promote the use of.
In sum, structure of the present utility model is simple, rationally novel in design, simplifies the construction method of double-arched tunnel mid-board waterproof and water drainage system, reduce difficulty of construction, improve speed of application, ensure that construction quality and working security, reduce construction costs, improve guarded drainage performance, practical, result of use is good, just with promote the use of.
Below by drawings and Examples, the technical solution of the utility model is described in further detail.
Accompanying drawing explanation
Fig. 1 is stereogram of the present utility model.
Fig. 2 is the front view of Fig. 1.
Description of reference numerals:
1-drainable waterproofing plate body; 1-1-draining grid; 1-2-vertical drainage groove;
1-3-longitudinal drainage groove; 1-4-transverse row tank; 1-5-water drain funnel;
1-6-center line rhone; 2-geotechnological layer of cloth; 3-guarded drainage topping.
Detailed description of the invention
As depicted in figs. 1 and 2, the utility model comprises the drainable waterproofing plate body 1 of Y shape, along the geotechnological layer of cloth 2 that mid-board trend is arranged on the center line rhone 1-6 on drainable waterproofing plate body 1 center line and is arranged on drainable waterproofing plate body 1 end face, the water drain funnel 1-5 of multiple downward protrusion is provided with in described center line rhone 1-6, described drainable waterproofing plate body 1 is divided into laterally straight section and symmetrical two the vertical arc sections being positioned at laterally straight section both sides, the one side that the laterally straight section of described drainable waterproofing plate body 1 contacts with geotechnological layer of cloth 2 is provided with many transverse row tank 1-4 moved towards perpendicular to mid-board, the one side that the vertical arc section of described drainable waterproofing plate body 1 contacts with geotechnological layer of cloth 2 is provided with many vertical drainage groove 1-2 docked with many transverse row tank 1-4 respectively and many longitudinal drainage groove 1-3 being parallel to mid-board and moving towards, many vertical drainage groove 1-2 and many longitudinal drainage groove 1-3 have intersected to form multiple draining grid 1-1 mutually.
As depicted in figs. 1 and 2, in the present embodiment, the top being positioned at the geotechnological layer of cloth 2 on the laterally straight section end face of drainable waterproofing plate body 1 is provided with guarded drainage topping 3.
As depicted in figs. 1 and 2, in the present embodiment, the thickness of described drainable waterproofing plate body 1 is 10mm ~ 15mm, and the thickness of described guarded drainage topping 3 is 2mm ~ 5mm.
As depicted in figs. 1 and 2, in the present embodiment, the large 3cm ~ 4cm of relative aperture lower end, upper end bore of described water drain funnel 1-5.
As depicted in figs. 1 and 2, in the present embodiment, the width 1cm ~ 2cm larger than the upper end bore of water drain funnel 1-5 of described center line rhone 1-6.
When the utility model uses, prefabrication can be carried out, be applicable to factory's mass production, only need be transported to job site during construction can directly install at double-arched tunnel mid-board top, difficulty of construction can be reduced, improve speed of application, ensure that construction quality and working security, reduce construction costs; Adjacent two pieces of drainable waterproofing plates can adopt the mode of welding to connect, and connect robust, avoid and have water leakage at interface, improve the guarded drainage performance of double-arched tunnel mid-board.
The above; it is only preferred embodiment of the present utility model; not the utility model is imposed any restrictions; every above embodiment is done according to the utility model technical spirit any simple modification, change and equivalent structure change, all still belong in the protection domain of technical solutions of the utility model.

Claims (5)

1. a double-arched tunnel mid-board waterproof and water drainage system drainable waterproofing plate, it is characterized in that: the drainable waterproofing plate body (1) comprising Y shape, the center line rhone (1-6) be arranged on drainable waterproofing plate body (1) center line and the geotechnological layer of cloth (2) be arranged on drainable waterproofing plate body (1) end face is moved towards along mid-board, the water drain funnel (1-5) of multiple downward protrusion is provided with in described center line rhone (1-6), described drainable waterproofing plate body (1) is divided into laterally straight section and symmetrical two the vertical arc sections being positioned at laterally straight section both sides, the one side that the laterally straight section of described drainable waterproofing plate body (1) contacts with geotechnological layer of cloth (2) is provided with many transverse row tanks (1-4) moved towards perpendicular to mid-board, the one side that the vertical arc section of described drainable waterproofing plate body (1) contacts with geotechnological layer of cloth (2) is provided with many vertical drainage grooves (1-2) docked with many transverse row tanks (1-4) respectively and many longitudinal drainage grooves (1-3) being parallel to mid-board and moving towards, many vertical drainage grooves (1-2) and many longitudinal drainage grooves (1-3) have intersected to form multiple draining grid (1-1) mutually.
2. according to double-arched tunnel mid-board waterproof and water drainage system drainable waterproofing plate according to claim 1, it is characterized in that: the top being positioned at the geotechnological layer of cloth (2) on the laterally straight section end face of drainable waterproofing plate body (1) is provided with guarded drainage topping (3).
3. according to double-arched tunnel mid-board waterproof and water drainage system drainable waterproofing plate according to claim 2; it is characterized in that: the thickness of described drainable waterproofing plate body (1) is 10mm ~ 15mm, the thickness of described guarded drainage topping (3) is 2mm ~ 5mm.
4. according to double-arched tunnel mid-board waterproof and water drainage system drainable waterproofing plate according to claim 1, it is characterized in that: the large 3cm ~ 4cm of relative aperture lower end, upper end bore of described water drain funnel (1-5).
5. according to the double-arched tunnel mid-board waterproof and water drainage system drainable waterproofing plate described in claim 1 or 4, it is characterized in that: the width 1cm ~ 2cm larger than the upper end bore of water drain funnel (1-5) of described center line rhone (1-6).
CN201520299884.5U 2015-05-09 2015-05-09 Double-arched tunnel mid-board waterproof and water drainage system drainable waterproofing plate Expired - Fee Related CN204591314U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201520299884.5U CN204591314U (en) 2015-05-09 2015-05-09 Double-arched tunnel mid-board waterproof and water drainage system drainable waterproofing plate

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Application Number Priority Date Filing Date Title
CN201520299884.5U CN204591314U (en) 2015-05-09 2015-05-09 Double-arched tunnel mid-board waterproof and water drainage system drainable waterproofing plate

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Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN108979643A (en) * 2018-09-04 2018-12-11 中铁十二局集团有限公司 Small interval large cross-section tunnel abnormity interval wall approach construction method
CN110062836A (en) * 2016-12-15 2019-07-26 多伦哥集团公司 Drainage network module and the method for operating drainage network under construction
CN113978044A (en) * 2021-11-08 2022-01-28 昊博(山东)新材料科技有限公司 Sewn reinforced composite drainage-proof plate and preparation method thereof
CN115045333A (en) * 2022-05-30 2022-09-13 中冶建工集团有限公司 Novel retaining wall drainage material construction method

Cited By (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110062836A (en) * 2016-12-15 2019-07-26 多伦哥集团公司 Drainage network module and the method for operating drainage network under construction
CN110062836B (en) * 2016-12-15 2022-02-18 多伦哥集团公司 Drainage network module and method for operating a drainage network in a building
CN108979643A (en) * 2018-09-04 2018-12-11 中铁十二局集团有限公司 Small interval large cross-section tunnel abnormity interval wall approach construction method
CN113978044A (en) * 2021-11-08 2022-01-28 昊博(山东)新材料科技有限公司 Sewn reinforced composite drainage-proof plate and preparation method thereof
CN113978044B (en) * 2021-11-08 2024-03-08 昊博(山东)新材料科技有限公司 Stitched reinforced composite waterproof and drainage plate and preparation method thereof
CN115045333A (en) * 2022-05-30 2022-09-13 中冶建工集团有限公司 Novel retaining wall drainage material construction method

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GR01 Patent grant
CF01 Termination of patent right due to non-payment of annual fee
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Granted publication date: 20150826

Termination date: 20160509