CN201447712U - Embedded-linked type waterproof coiled material - Google Patents
Embedded-linked type waterproof coiled material Download PDFInfo
- Publication number
- CN201447712U CN201447712U CN2009200341528U CN200920034152U CN201447712U CN 201447712 U CN201447712 U CN 201447712U CN 2009200341528 U CN2009200341528 U CN 2009200341528U CN 200920034152 U CN200920034152 U CN 200920034152U CN 201447712 U CN201447712 U CN 201447712U
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- waterproof
- embedded
- coiled material
- concrete
- waterproof coiled
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- Expired - Fee Related
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Abstract
The utility model relates to an embedded-linked type waterproof coiled material which can be combined with the fundamental planes of pile foundation, cushion course, wall surface and the like. The embedded-linked type waterproof coiled material has a layer of waterproof substrate cushion which is made from improved PE class plastic high molecular material. A lattice formed by vertically and horizontally arranged waterproof ribs which are made from the same material is coated on the waterproof substrate cushion. All the intersection points of the waterproof ribs of the lattice are provided with outward convex embedded-linked convex grains. The embedded-linked convex grains on a waterproof coiled material lattice layer can be embedded in foundation concrete, and can ensure a coiled material body and concrete components deform synchronically. The elasticity of the waterproof coiled material can be applicable to the water suppression demand of the concrete with comparatively good effect under the most disadvantage states of bending, cracking, breaking, detachment of the cushion course and the like, and can ensure the concrete has good waterproof performance under any circumstance. The product has the advantages of reasonable structure, convenient construction, low cost, high tension-resistant strength, good waterproof performance and long service life and the like. The embedded-linked type waterproof coiled material can effectively realize the effect of protecting the safety of building structures.
Description
Technical field
The utility model content belongs to underground structure waterproofing protection technical field, relates to a kind of waterproof roll that can be used for tunnel, water construction thing.
Background technology
Underground structrue engineering waterproof construction in the past is example with the housing basement; be earlier with coiled material coating class waterproofing materials is pasted or brushing on the plain concrete bed course of building foundation bottom; on waterproofing materials, do one deck pea gravel concreten topping then, on top put the concrete of bar pouring underpin at last again.Because concrete mats is on the soil layer, be positioned at below the groundwater table mostly again, under the unbalanced pressure of top-out, sedimentation, flexural deformation can take place in building foundation, even can be at some positions because serious sedimentation is uneven the cracking that occurs fractureing, and the soil layer that is soaked in the water also can the deliquescing depression, so concrete cushion will inevitably fracture in this case, break thereupon, this also just makes waterproofing course attached thereto also damage and water inflow must occur, in case and waterproofing course has place water inlet, then whole basis will be among the underground bubble.
" the past people think that always concrete is permanent material, but recognize gradually that by putting into practice people concrete can be subjected to phreatic erosion in underground construction, and its durability can be affected.Now particularly the damage ratio that is subjected to of phreatic water is more serious for China's underground water, and the transmission coefficient of waterproof concrete when impervious grade S8 is 5~8 * 10
-8Cm/s is so underground water is a problem that can not be ignored to the erosion damage of concrete, reinforcing bar " (drawing) from " underground waterproof engineering inspection of quality standard ", this also is the ubiquitous thorny problem in waterproof field, underground building both at home and abroad at present.
Existing underground structure waterproof roll generally adopts one or both material one to be processed into, though the item a great variety of material, but quality is very different, in addition since at present people to the importance of waterproofing materials quality at a specified future date and and construction cost between the deficiency of correlation understanding aspect, easily be out of shape and draw up many problem and hidden danger such as infiltration, corrosion resistance be unreliable to such an extent as to the underground building that utilizes existing well known materials to do waterproofing work exists material itself with concrete component.When in a single day above problem and hidden danger occur, construction party again desire building is done waterproof repairment or overhauled will be very difficult all, it not only has influence on the normal operation of subsurface equipment, more need with the above backfill of base concrete dig up and subregion search repairing, also need the arrestment operation when serious, reform trench even generation equipment is torn open to move once more and is installed, and time-consuming, its renewal expense generally all will be on the several times of first waterproof construction cost.
The utility model content
The purpose of this utility model is to overcome the weak point that prior art exists, so a kind of rational in infrastructure, easy construction is provided, the cost cost is low, tensile strength is high, water resistance is good and the scarfing type waterproof roll of long service life.
The technical solution that adopts is so for achieving the above object: the scarfing type waterproof roll that is provided has the waterproof base material bed course that one deck is made by modified PE class plastics macromolecular material, on waterproof base material bed course, be covered with the grid made from the vertical waterproof rib in length and breadth of material system, be equipped with the protruding grain of embedding connection of evagination at each waterproof rib grid line commissure point place of described grid.
Compared with prior art; the utility model is at the problem crux of ago descending waterproofing course to be easy to lose efficacy; by covering waterproof rib grid at the collision mat laminar surface and adhering to the protruding grain of embedding connection; can directly on coiled material, put the bar pouring concrete; thereby make it and basis, the top co-operation that combines as a whole; this just has been completely free of the relation and the influence of waterproofing course and following bed course; thereby can adapt to building foundation under various sedimentations cracking distortion and adapt to the corrosion of various harmful components in the underground water; can effectively protect the harm of reinforced concrete member corrosion; improve the length of service of waterproofing materials; and then the application life of prolongation building. in addition; the utility model is owing to covered and can join protruding grain with waterproof rib grid and the embedding that bed course is combined closely at the collision mat laminar surface; increased the tension of waterproof roll; the pliability of compressive strength and material itself; can adapt to construction period top tramples; put construction weight and influences such as reinforcing bar; convenient construction is produced. the scarfing type waterproof roll can also according to engineering-environment such as resistance to compression; tension is carried out calculation Design with different requirements such as elastic extension indexs; produce the building underground construction; roofworks; construction of tunnel and different use products such as hydraulic engineering; can use at basic plane; also can use at external wall elevation; thereby waterproofing can be placed controlled; in the effective range of determining; fundamentally solve the waterproofing problem with regard to being expected to like this. along with the continuous appearance of the more excellent new material of performance; utilize this technology can produce excellent more waterproof roll; constantly promote waterproof safety with this; engineering waterproofing design and construction are become initiatively accurately form from passive extensive form, thereby have obtained huge social benefit and economic benefit.
Description of drawings
Fig. 1 is the structural representation of a specific embodiment of the utility model.
Fig. 2 is a side cross-sectional view embodiment illustrated in fig. 1.
The specific embodiment
Referring to Fig. 1 and Fig. 2, scarfing type waterproof roll described in the utility model is by waterproof base material bed course 1 and be covered in the waterproof rib 2 of waterproof base material bed course 1 and the protruding grain 3 of embedding connection constitutes.Wherein: the effect of waterproof base material bed course 1 is a realization face waterproof, make by molecular structure stabilized and corrosion-resistant, ageing-resistant PE class plastics macromolecular material, it has stronger hydrophobicity, its vertical compression intensity is not less than 1MPa, stretch-proof reaches 200%~300%, operating ambient temperature can be between-20 ℃~+ 50 ℃, and water permeability resistance and anti-pierceability all can meet the demands; Waterproof rib 2 is by vertically being connected in length and breadth on the waterproof base material bed course 1, and connects into the countless sub-districts lattice that interweave in length and breadth with the protruding grain 3 of embedding connection; The protruding grain 3 of embedding connection is for being arranged on the neat protruding particle that gathers at each waterproof rib grid line commissure point place.In the practical application, waterproof roll is laid on the concrete cushion, needn't pastes,, build back waterproof rib 2 and together be embedded in the concrete with the protruding grain 3 of embedding connection then directly at coiled material top pendulum bar pouring concrete.Its effect has two: one, has strengthened the force intensity that is subjected to of material, has realized the overall work of base material and building member; The 2nd, in case the sub-district lattice that form with the waterproof rib are when the base material damage and water inflow; water must be crossed the waterproof rib and could spread in the lattice of sub-district; and in fact to cross the waterproof rib not a duck soup that has been embedded in the concrete; so just greatly limit the diffuses flow of water inlet between coiled material and concrete, effectively protected the safety of fabric structure.
When this product is constructed at external wall elevation, coiled material is laid in the exterior wall outboard template, the wall form split bolt should be extracted out as early as possible, and the seam of going again after the form removal remedies.
Claims (1)
1. scarfing type waterproof roll, it is characterized in that having the waterproof base material bed course (1) that one deck is made by modified PE class plastics macromolecular material, on waterproof base material bed course (1), be covered with the vertical grid made of waterproof rib (2) in length and breadth of material system, be equipped with the embedding protruding grain of connection (3) of evagination at each waterproof rib grid line commissure point place of described grid.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2009200341528U CN201447712U (en) | 2009-08-07 | 2009-08-07 | Embedded-linked type waterproof coiled material |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN2009200341528U CN201447712U (en) | 2009-08-07 | 2009-08-07 | Embedded-linked type waterproof coiled material |
Publications (1)
Publication Number | Publication Date |
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CN201447712U true CN201447712U (en) | 2010-05-05 |
Family
ID=42552428
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN2009200341528U Expired - Fee Related CN201447712U (en) | 2009-08-07 | 2009-08-07 | Embedded-linked type waterproof coiled material |
Country Status (1)
Country | Link |
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CN (1) | CN201447712U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN109372025A (en) * | 2018-11-01 | 2019-02-22 | 江阴正邦化学品有限公司 | A kind of waterproof construction and its construction technology |
CN110578344A (en) * | 2018-06-11 | 2019-12-17 | 冯建荣 | Embedded water-proof coiled material |
-
2009
- 2009-08-07 CN CN2009200341528U patent/CN201447712U/en not_active Expired - Fee Related
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110578344A (en) * | 2018-06-11 | 2019-12-17 | 冯建荣 | Embedded water-proof coiled material |
CN109372025A (en) * | 2018-11-01 | 2019-02-22 | 江阴正邦化学品有限公司 | A kind of waterproof construction and its construction technology |
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Legal Events
Date | Code | Title | Description |
---|---|---|---|
C14 | Grant of patent or utility model | ||
GR01 | Patent grant | ||
C17 | Cessation of patent right | ||
CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20100505 Termination date: 20120807 |