CN105651674B - A kind of detection method of the leakage-proof performance of waterproof roll - Google Patents

A kind of detection method of the leakage-proof performance of waterproof roll Download PDF

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Publication number
CN105651674B
CN105651674B CN201610004435.2A CN201610004435A CN105651674B CN 105651674 B CN105651674 B CN 105651674B CN 201610004435 A CN201610004435 A CN 201610004435A CN 105651674 B CN105651674 B CN 105651674B
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China
Prior art keywords
waterproof roll
leakage
test specimen
proof performance
mortar block
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CN105651674A (en
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朱志远
余奕帆
邓海燕
姚双华
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China Building Material Test & Certification Group Suzhou Co Ltd
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China Building Material Test & Certification Group Suzhou Co Ltd
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    • GPHYSICS
    • G01MEASURING; TESTING
    • G01NINVESTIGATING OR ANALYSING MATERIALS BY DETERMINING THEIR CHEMICAL OR PHYSICAL PROPERTIES
    • G01N15/00Investigating characteristics of particles; Investigating permeability, pore-volume, or surface-area of porous materials
    • G01N15/08Investigating permeability, pore-volume, or surface area of porous materials
    • G01N15/082Investigating permeability by forcing a fluid through a sample

Abstract

The present invention relates to a kind of detection methods of the leakage-proof performance of waterproof roll, itself the following steps are included: (1), through-hole is preset on waterproof roll, then mortar block is poured on waterproof roll to form test specimen, demoulding and conserve, wherein waterproof roll area to be detected is greater than or equal to the area of the mounting surface of Anti-leakage instrument test specimen mounting base, and sealed set between waterproof roll and mounting base, the impermeability of mortar block is greater than the stress itself being subject to, and the floor space of mortar block is less than the mounting surface area of Anti-leakage instrument test specimen mounting base;(2), the test specimen after maintenance is put on Anti-leakage instrument, waterproof roll face meets water, and under defined pressure and time conditions, observes whether waterproof roll and mortar block bond edge have water exudation at any time, once seeping water, that is, it can determine that the leakage-proof performance of waterproof roll is unqualified.The present invention also solves that sample preparation is cumbersome, test specimen is heavy, poor repeatability, low success rate of under the premise of leading to the problem of pressure difference during guarantee test.

Description

A kind of detection method of the leakage-proof performance of waterproof roll
Technical field
The present invention relates to a kind of detection methods of the leakage-proof performance of waterproof roll.
Background technique
It is well known that China's leakage of building rate is high, one of problem is exactly to exist to alter between waterproof layer and structure sheaf Water layer.Once waterproof roll has a point to destroy, water can be leaked by breakdown point to base, if the waterproof roll There is preferable anti-channeling aqueous, that, which need to be repaired, can be solved leakage problems at breakdown point;And if waterproof roll and base bond Bad, then water can spread infiltration by breakdown point between coiled material and base, cause the infiltration of large area, needed at this time to entire It is repaired or is re-started waterproof construction just and can solve leakage in face.It is only improved water-proof coiled material product and construction quality, makes to prevent Water layer and structure sheaf tight bond eliminate channeling water channel, could improve the reliability of waterproof system.
Therefore, waterproof roll is widely used in roof, construction wall and underground engineering as a kind of flexible building material product, It is the first barrier of entire engineering waterproofing, entire engineering is played a crucial role.Therefore the anti-channeling of waterproof roll is aqueous It can be an important indicator of the product.
However, overlaying class waterproof roll is the unique prefabricated waterproof roll being bonded on casting concrete.Overlay waterproof The development of coiled material solves in the waterproofing protection construction of underground engineering structure bottom plate, the bonding of structure and waterproof roll and The problems such as engineering site laying water-proof coiled material and integrated cast structure concrete.The maximum attraction of class waterproof roll is overlay to be and structure Concrete, which is realized, completely to be glued, and is formed skin-type waterproof, is effectively prevented channeling water phenomenon, improve the reliability of waterproofing work.Therefore, in advance The leakage-proof performance for spreading class waterproof roll is the Key Performance Indicator of such material.
Currently, the detection method for overlaying class waterproof roll leakage-proof performance is " pre- according to product standard GB/T 23457-2009 Paving/wet-laying waterproof roll " it requires to carry out, detailed process are as follows: through-hole is offered on coiled material test specimen, concrete is cast in coiled material examination On the bonding plane of part, impervious test piece is then packed into concrete impervious instrument, is used among impervious test piece and concrete impervious instrument mold Paraffin is sealed, and is forced into concrete water-permeating or is reached defined test pressure, test result is observed by throwing off coiled material Whether there is or not the exudations of bright water on waterproof roll bonding plane.
However, being fully sealed between impervious test piece and impervious mold, at concrete sample and coiled material test specimen adhesive surface each point Suffered pressure be all from Anti-leakage instrument to unified pressure value, nothing between waterproof roll through hole and the other positions of adhesive surface Method generates pressure difference and is all difficult channeling water phenomenon occur regardless of the bonding of waterproof roll and concrete block.Therefore the mark is used Quasi- method can not detect the leakage-proof performance of waterproof roll.
Summary of the invention
The technical problem to be solved by the present invention is to overcome the deficiencies of the prior art and provide a kind of improved waterproof roll The detection method of leakage-proof performance, also solves that sample preparation is cumbersome, test specimen under the premise of generating pressure difference during guarantee test Heaviness, poor repeatability, low success rate of problem.
In order to solve the above technical problems, the present invention adopts the following technical scheme that:
A kind of method of the leakage-proof performance of waterproof roll comprising following steps:
(1), prefabricated test specimen is preset with through-hole on waterproof roll first, then pours to form standard on waterproof roll The test specimen of shape, while demoulding, conserving at the standard conditions;Or the examination to form standard shape is first poured on waterproof roll Part is demoulded at the standard conditions, is conserved, and then punching forms through-hole on waterproof roll;
(2), the test specimen after maintenance is put on Anti-leakage instrument, and under defined pressure and time conditions, test specimen is carried out Impervious detection;
In particular, waterproof roll area to be detected is greater than or equal to the peace of Anti-leakage instrument test specimen mounting base in step (1) The area in dress face, and sealed set between waterproof roll and mounting base, test specimen include positioned at bottom waterproof roll, be cast in it is anti- Mortar block on water coiled material, wherein the impermeability of mortar block is greater than the stress itself being subject to, and the floor space of mortar block is less than The mounting surface area of Anti-leakage instrument test specimen mounting base;In step (2), waterproof roll face meets water, and pressurizes and is kept for a period of time, with When observation waterproof roll and mortar block bond edge whether have water exudation, once seeping water, that is, can determine that the anti-of waterproof roll Channeling water performance is unqualified.
Preferably, positioning mold is used in the installation process of test specimen in step (2), is prevented by the setting of positioning mold The floating of opposite attachment base when test specimen is by water slug.
A specific implementation according to the present invention and preferred aspect, mortar block is in the rotary table that outer diameter becomes larger from top to bottom Shape, positioning mold include the positioning sleeve for being set in mortar block periphery, the lower end that the positioning sleeve is arranged in and described anti- The attachment base that is fixedly connected of instrument test specimen mounting base is seeped, wherein the inner cavity of positioning sleeve and mortar is block-shaped and size is all the same, connected Seat is equipped with mounting hole.
Preferably, waterproof roll area to be detected is equal to the area of the mounting surface of the mounting base, and in the waterproof The periphery of coiled material is equipped with the evacuation notch that distribution is corresponded with the mounting hole, passes through peace by bolt part in step (2) Dress hole, evacuation notch are mutually threadedly coupled with mounting base.
Preferably, mortar block upper surface diameter is 70mm, and lower end surface diameter is 80mm, a height of 30mm.
Preferably, through-hole is located at the center of the waterproof roll.
Another specific implementation according to the present invention and preferred aspect, are pressurized to 0.4MPa in step (2), keep for 24 hours, Then every pressurization 0.1MPa keeps 4h, observes whether waterproof roll and mortar bonding face edge have water exudation at any time.
Preferably, the impermeability pressure of mortar block is more than or equal to 0.8MPa.
Preferably, the test specimen demoulds afterwards for 24 hours in (20 ± 2) DEG C placement, then conserves under cement standard curing condition 7d~28d.
In addition, it is 130mm that waterproof roll is equal with mounting base diameter.Pass through valve rubber between waterproof roll and mounting base Circle sealing, wherein rubber washer diameter is 90mm.
Due to the implementation of above technical scheme, the invention has the following advantages over the prior art:
The present invention selects small sand lumps, and compared with large-sized concrete block, sample preparation is convenient, and uniformity is good, test repeatability It is high.The waterproof roll test specimen cut is greater than or equal to mortar Anti-leakage instrument pedestal, eliminates using paraffin sealing concrete block and resists Osmole tool between gap the step for while be equivalent to coiled material surface introduce it is whole one circle aqueduct, not only can ensure that Will not because bottom water source from test specimen edge flow into caused by result erroneous judgement, moreover it is possible to guarantee that test specimen generates pressure during the test Difference.
Detailed description of the invention
With reference to the accompanying drawing and specific embodiment, the present invention will be further described in detail:
Fig. 1 is the test specimen schematic cross-sectional view of the detection method of leakage-proof performance of the present invention;
Wherein: 1, waterproof roll;10, through-hole;11, notch is avoided;2, mortar block;3, positioning mold;30, positioning sleeve;31, Attachment base;310, mounting hole;4, mounting base;5, bolt part;6, rubber washer.
Specific embodiment
As shown in Figure 1, the detection test block of the present embodiment its mainly include positioned at bottom waterproof roll 1, be cast in waterproof Mortar block 2 on the bonding plane of coiled material 1.
The diameter of waterproof roll 1 is equal with the diameter of Anti-leakage instrument pedestal, is 130mm.Mortar block 2 is in outer diameter from top to bottom What is become larger is round table-like, and 2 upper surface diameter of mortar block is 70mm, and lower end surface diameter is 80mm, a height of 30mm;Mortar simultaneously The impermeability pressure of block 2 is more than or equal to 0.8MPa.
In this example, the detection method of the leakage-proof performance of waterproof roll comprising following steps: 1), test specimen pre- is detected Type is made;2), the judgement of the detection of test specimen and result.
The forming process that test specimen is detected in step 1) is as follows:
Cutting waterproof roll 1 makes its shape equal with the diameter of Anti-leakage instrument pedestal, then pre- at the center of waterproof roll 1 Equipped with through-hole 10, the mortar block 2 of above-mentioned specification and intensity is then poured in the upper surface of waterproof roll 1, in (20 ± 2) DEG C Placement demoulds afterwards for 24 hours, and 7d~28d is then conserved under cement standard curing condition.
Or the mortar block 2 of above-mentioned specification and intensity first is poured in 1 upper surface of waterproof roll, it is put in (20 ± 2) DEG C It sets and demoulds afterwards for 24 hours, 7d~28d is then conserved under cement standard curing condition, then punching forms through-hole on waterproof roll 1 10。
It is detected in step 2 and the decision process of result is as follows:
Test specimen after conserving in step 1) is put into impervious detector, and uses positioning mold 3, specifically, positioning mould Tool 3 includes positioning sleeve 30, the lower end that positioning sleeve 30 is arranged in and the Anti-leakage instrument test specimen mounting base 4 for being set in 2 periphery of mortar block The attachment base 31 being fixedly connected, wherein the inner cavity of positioning sleeve 30 and 2 shapes and sizes of mortar block are all the same, and attachment base 31 is equipped with Mounting hole 310, meanwhile, the periphery of waterproof roll 1 is equipped with the evacuation notch 11 that distribution is corresponded with mounting hole 310, then adopts Mounting hole 310, evacuation notch 11 is passed through with bolt part 5 to be threadedly coupled with 4 phase of mounting base.
Then, the bottom surface of waterproof roll meets water, and pressurizes and is kept for a period of time, observes waterproof roll at any time and mortar block is viscous Whether knot edge has water exudation, once seeping water, that is, can determine that the leakage-proof performance of waterproof roll is unqualified.
Specifically, keeping for 24 hours when being pressurized to 0.4MPa, later every pressurization 0.1MPa keeps 4h, is forced into authorized pressure Value.If whether waterproof roll and mortar block bond edge have water exudation, the leakage-proof performance of the waterproof roll 1 can be directly determined not It is qualified.
In addition, being sealed between waterproof roll 1 and mounting base 4 by rubber washer 6, wherein 6 diameter of rubber washer in this example For 90mm.
In conclusion the detection method of the leakage-proof performance for the waterproof roll that the present embodiment is taken have it is following obvious Advantage:
The present invention selects small sand lumps, and compared with large-sized concrete block, sample preparation is convenient, and uniformity is good, test repeatability It is high.The waterproof roll test specimen cut is greater than or equal to mortar Anti-leakage instrument pedestal, eliminates using paraffin sealing concrete block and resists Osmole tool between gap the step for while be equivalent to coiled material surface introduce it is whole one circle aqueduct, not only can ensure that Will not because bottom water source from test specimen edge flow into caused by result erroneous judgement, moreover it is possible to guarantee that test specimen generates pressure during the test Difference.
The present invention is described in detail above, its object is to allow the personage for being familiar with this field technology that can understand this The content of invention is simultaneously implemented, and it is not intended to limit the scope of the present invention, all Spirit Essence institutes according to the present invention The equivalent change or modification of work should all cover in protection scope of the present invention.

Claims (8)

1. a kind of detection method of the leakage-proof performance of waterproof roll comprising following steps:
(1), prefabricated test specimen is preset with through-hole on waterproof roll first, then pours to form standard shape on waterproof roll Test specimen, while at the standard conditions demould, conserve;
(2), the test specimen after maintenance is put on Anti-leakage instrument, and under defined pressure and time conditions, test specimen is carried out impervious Detection;
It is characterized by: waterproof roll area to be detected is greater than or equal to the peace of Anti-leakage instrument test specimen mounting base in step (1) The area in dress face, and sealed set between waterproof roll and mounting base, the test specimen include the waterproof roll for being located at bottom, pour Mortar block on the waterproof roll, wherein the impermeability of the mortar block is greater than the stress itself being subject to, and mortar block Floor space be less than Anti-leakage instrument test specimen mounting base mounting surface area;It is fixed to use in the installation process of test specimen in step (2) Position mould, the positioning mold include the positioning sleeve for being set in mortar block periphery, the lower end that the positioning sleeve is arranged in The attachment base that portion is fixedly connected with the Anti-leakage instrument test specimen mounting base, the mortar block become larger in outer diameter from top to bottom Round table-like, the inner cavity of the positioning sleeve and the mortar are block-shaped and size is all the same, and mortar block periphery and positioning sleeve is interior It is formed and is had the gap between chamber, the gap forms diversion pipeline around circumferential be arranged of the mortar block, on the attachment base Equipped with mounting hole, when detection, relatively described connection when preventing the test specimen by water slug by the setting of the positioning mold The floating of seat, while waterproof roll face meets water, and pressurizes and is kept for a period of time, and observation waterproof roll and mortar block bond at any time Whether edge has water exudation, once seeping water, that is, can determine that the leakage-proof performance of waterproof roll is unqualified.
2. the detection method of the leakage-proof performance of waterproof roll according to claim 1, it is characterised in that: the waterproof roll Material area to be detected is equal to the area of the mounting surface of the mounting base, and is equipped with and the peace on the periphery of the waterproof roll Fill hole correspond distribution evacuation notch, in step (2) by bolt part pass through the mounting hole, evacuation notch with it is described Mounting base is mutually threadedly coupled.
3. the detection method of the leakage-proof performance of waterproof roll according to claim 2, it is characterised in that: the mortar Block upper surface diameter is 70mm, and lower end surface diameter is 80mm, a height of 30mm.
4. the detection method of the leakage-proof performance of waterproof roll according to claim 1, it is characterised in that: the through-hole Positioned at the center of the waterproof roll.
5. the detection method of the leakage-proof performance of waterproof roll according to claim 1, it is characterised in that: in step (2) In be pressurized to 0.4MPa, keep for 24 hours, then every pressurization 0.1MPa, keep 4h, observe waterproof roll and mortar bonding face side at any time Whether edge has water exudation.
6. the detection method of the leakage-proof performance of waterproof roll according to claim 1, it is characterised in that: the mortar block Impermeability pressure be more than or equal to 0.8MPa.
7. the detection method of the leakage-proof performance of waterproof roll according to claim 1, it is characterised in that: the test specimen exists 20 ± 2 DEG C of placements demould afterwards for 24 hours, and 7d~28d is then conserved under cement standard curing condition.
8. the detection method of the leakage-proof performance of waterproof roll according to claim 1, it is characterised in that: the waterproof roll Material equal with mounting base diameter is 130mm, is sealed between the waterproof roll and mounting base by rubber washer, wherein described Rubber washer diameter be 90mm.
CN201610004435.2A 2016-01-06 2016-01-06 A kind of detection method of the leakage-proof performance of waterproof roll Active CN105651674B (en)

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN206019941U (en) * 2016-08-16 2017-03-15 上海同科交通科技有限公司 A kind of Identification Beneath Concrete Slabs sealing property testing equipment
CN108169122A (en) * 2016-12-07 2018-06-15 天津市奇才防水材料有限公司 A kind of waterproof material Application of composite system performance testing method
CN107063965A (en) * 2017-03-23 2017-08-18 上海市建筑科学研究院(集团)有限公司 A kind of wide span house cap flexible waterproof layer construction and impervious experimental provision
CN109781604B (en) * 2019-02-20 2021-07-06 中国海洋石油集团有限公司 Channeling measurement method for cement slurry
CN112595648A (en) * 2020-12-14 2021-04-02 广东省水利水电科学研究院 Device and method for detecting seepage failure ratio degradation quality of core sample of plastic concrete wall

Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2556635Y (en) * 2002-03-01 2003-06-18 北京科海利新型建筑材料开发有限公司 Anti-leakage detector for water-proof material
EP2455738A2 (en) * 2010-11-19 2012-05-23 Askey Computer Corp. Waterproofing test device and method
CN102519860A (en) * 2012-01-04 2012-06-27 中水东北勘测设计研究有限责任公司 Impermeability test method for asphalt concrete with impermeable function
CN104458576A (en) * 2015-01-16 2015-03-25 中国建材检验认证集团苏州有限公司 Method for detecting waterproof performance of waterproof roll
CN204514770U (en) * 2015-04-30 2015-07-29 江苏凯伦建材股份有限公司 A kind of checkout equipment of waterproof roll leakage-proof performance

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP3739256B2 (en) * 2000-08-01 2006-01-25 積水化学工業株式会社 Permeability test method for building materials

Patent Citations (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN2556635Y (en) * 2002-03-01 2003-06-18 北京科海利新型建筑材料开发有限公司 Anti-leakage detector for water-proof material
EP2455738A2 (en) * 2010-11-19 2012-05-23 Askey Computer Corp. Waterproofing test device and method
CN102519860A (en) * 2012-01-04 2012-06-27 中水东北勘测设计研究有限责任公司 Impermeability test method for asphalt concrete with impermeable function
CN104458576A (en) * 2015-01-16 2015-03-25 中国建材检验认证集团苏州有限公司 Method for detecting waterproof performance of waterproof roll
CN204514770U (en) * 2015-04-30 2015-07-29 江苏凯伦建材股份有限公司 A kind of checkout equipment of waterproof roll leakage-proof performance

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