CN109653245B - Waterproof structure and waterproof method for tongue-and-groove type joint of prefabricated assembled comprehensive pipe rack - Google Patents
Waterproof structure and waterproof method for tongue-and-groove type joint of prefabricated assembled comprehensive pipe rack Download PDFInfo
- Publication number
- CN109653245B CN109653245B CN201910093949.3A CN201910093949A CN109653245B CN 109653245 B CN109653245 B CN 109653245B CN 201910093949 A CN201910093949 A CN 201910093949A CN 109653245 B CN109653245 B CN 109653245B
- Authority
- CN
- China
- Prior art keywords
- joint
- cps
- pipe
- double
- waterproof
- 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
Links
- 238000000034 method Methods 0.000 title claims abstract description 12
- 239000000463 material Substances 0.000 claims abstract description 67
- 239000004823 Reactive adhesive Substances 0.000 claims abstract description 65
- 239000000853 adhesive Substances 0.000 claims abstract description 50
- 230000001070 adhesive effect Effects 0.000 claims abstract description 34
- 229920002635 polyurethane Polymers 0.000 claims abstract description 30
- 239000004814 polyurethane Substances 0.000 claims abstract description 30
- 239000000565 sealant Substances 0.000 claims abstract description 25
- 238000007596 consolidation process Methods 0.000 claims abstract description 11
- 239000002390 adhesive tape Substances 0.000 claims abstract description 10
- 238000010276 construction Methods 0.000 claims description 13
- 230000007306 turnover Effects 0.000 claims description 6
- 239000000126 substance Substances 0.000 claims description 4
- 239000004588 polyurethane sealant Substances 0.000 claims description 3
- 238000004078 waterproofing Methods 0.000 claims 2
- 239000010410 layer Substances 0.000 description 13
- 230000000694 effects Effects 0.000 description 8
- 238000007789 sealing Methods 0.000 description 4
- 238000013461 design Methods 0.000 description 3
- 238000011161 development Methods 0.000 description 3
- 230000018109 developmental process Effects 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 230000009471 action Effects 0.000 description 2
- 230000008602 contraction Effects 0.000 description 2
- 230000006378 damage Effects 0.000 description 2
- 230000035882 stress Effects 0.000 description 2
- 239000002344 surface layer Substances 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 241001079814 Symphyotrichum pilosum Species 0.000 description 1
- 235000004224 Typha angustifolia Nutrition 0.000 description 1
- 239000002253 acid Substances 0.000 description 1
- 230000032683 aging Effects 0.000 description 1
- 239000003513 alkali Substances 0.000 description 1
- 230000003712 anti-aging effect Effects 0.000 description 1
- 239000002585 base Substances 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010382 chemical cross-linking Methods 0.000 description 1
- 230000007797 corrosion Effects 0.000 description 1
- 238000005260 corrosion Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000007123 defense Effects 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 239000003292 glue Substances 0.000 description 1
- 230000035876 healing Effects 0.000 description 1
- 230000006872 improvement Effects 0.000 description 1
- 238000011065 in-situ storage Methods 0.000 description 1
- 238000003475 lamination Methods 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 238000005457 optimization Methods 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 230000008569 process Effects 0.000 description 1
- 230000033764 rhythmic process Effects 0.000 description 1
- 150000003839 salts Chemical class 0.000 description 1
- 230000035939 shock Effects 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
- 230000002195 synergetic effect Effects 0.000 description 1
- 238000012360 testing method Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/10—Tunnels or galleries specially adapted to house conduits, e.g. oil pipe-lines, sewer pipes ; Making conduits in situ, e.g. of concrete ; Casings, i.e. manhole shafts, access or inspection chambers or coverings of boreholes or narrow wells
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/34—Foundations for sinking or earthquake territories
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/16—Arrangement or construction of joints in foundation structures
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/02—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against ground humidity or ground water
- E02D31/025—Draining membranes, sheets or fabric specially adapted therefor, e.g. with dimples
Landscapes
- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Structural Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- Chemical & Material Sciences (AREA)
- Oil, Petroleum & Natural Gas (AREA)
- Hydrology & Water Resources (AREA)
- Lining And Supports For Tunnels (AREA)
- Building Environments (AREA)
- Pipe Accessories (AREA)
Abstract
The waterproof structure and the waterproof method for the tongue-and-groove joint of the prefabricated assembled utility tunnel have the advantages of simple structure, easy operation, adaptability to collapsible loess geological deformation and complete flexibility of the waterproof joint. The pipe joint comprises a joint formed by a pipe joint tenon and a pipe joint mortise of a pipe gallery rabbet; the joint is provided with a waterproof structure body consisting of a single-sided adhesive CPS-CL reactive adhesive waterproof coiled material, a double-component sealant, a double-sided adhesive CPS-CL reactive adhesive waterproof coiled material, an oil-soluble polyurethane consolidated body and a self-adhesive waterproof adhesive tape; the waterproof structure comprises a single-sided CPS-CL reactive adhesive waterproof roll, a double-component sealant, a double-sided CPS-CL reactive adhesive waterproof roll, an oil-soluble polyurethane consolidation body, a double-sided CPS-CL reactive adhesive waterproof roll, a double-component sealant and a self-adhesive waterproof tape which are sequentially arranged along the seam from the outer side of the seam to the inner side of the seam.
Description
Technical Field
The invention relates to the field of underground comprehensive pipe racks, in particular to a waterproof structure and a waterproof method for a tongue-and-groove joint of a prefabricated assembled comprehensive pipe rack.
Background
Along with the modern development of cities, the development rhythm of the urban comprehensive pipe rack is rapid, and the urban comprehensive pipe rack is divided into two types of concrete on-site pouring and concrete prefabrication and assembly comprehensive pipe racks. Compared with the cast-in-situ comprehensive pipe rack which has the advantages of long construction period, high labor intensity, low efficiency, great influence by weather and site conditions, unstable construction quality, high cost and the like, the prefabricated assembled comprehensive pipe rack has the advantages of being high in reliability, high in durability, convenient to install, high in cost performance and the like, and the prefabricated assembled structural form is popular in the field of comprehensive pipe racks.
The joint of the prefabricated assembled comprehensive pipe rack is always a waterproof weak link and is also a waterproof core part, and waterproof sealing of the joint becomes an important factor for restricting construction and development of the pipe rack.
In the prior art, in order to meet the waterproof requirement, waterproof materials at the whole joint are various and are not suitable for the deformation of collapsible loess geology, the manufacturing process is complex, the cost is high, and the improvement is necessary.
Disclosure of Invention
Aiming at the problems in the prior art, the invention provides the prefabricated assembled utility tunnel tongue-and-groove type joint waterproof structure and the method, which have the advantages of simple structure, easy operation, adaptability to collapsible loess geological deformation, complete flexibility of the waterproof joint, enrichment of the defect of the waterproof structure form of the existing joint, optimization of the waterproof effect of the waterproof structure of the existing joint and guarantee of the waterproof requirement of the utility tunnel.
The invention is realized by the following technical scheme:
a waterproof structure of a prefabricated assembled utility tunnel tongue-and-groove joint comprises a joint formed by a pipe joint tenon and a pipe joint mortise of a pipe tunnel tongue-and-groove; the joint is provided with a waterproof structure body consisting of a single-sided CPS-CL reactive adhesive waterproof coiled material, a double-component sealant, a double-sided CPS-CL reactive adhesive waterproof coiled material, an oil-soluble polyurethane consolidated body and a self-adhesive waterproof adhesive tape; the waterproof construction body comprises a single-sided CPS-CL reactive adhesive waterproof roll, a double-component sealant, a double-sided CPS-CL reactive adhesive waterproof roll, an oil-soluble polyurethane consolidation body, a double-sided CPS-CL reactive adhesive waterproof roll, a double-component sealant and a self-adhesive waterproof tape which are sequentially arranged along the seam from the outer side of the seam to the inner side of the seam.
Preferably, the grouting pipe hole is respectively arranged on the pipe section tenon and the pipe section mortise, one end of the grouting pipe hole is communicated with the inner side of the pipe gallery or the outer side of the pipe gallery, and the other end of the grouting pipe hole is communicated with the joint of the adjacent oil-soluble polyurethane filling consolidation body.
Preferably, the single-sided adhesive CPS-CL reactive adhesive waterproof coiled material is arranged on the outer side of a pipe gallery of the joint and completely covers the end part of the joint; the self-adhesive waterproof tape is disposed on the inside of the piping lane of the seam and completely covers the seam ends.
Preferably, the single-sided adhesive CPS-CL reactive adhesive waterproof coiled material is at least provided with two layers, and the thickness of each layer is 2 mm.
Preferably, the double-sided adhesive CPS-CL reactive adhesive waterproof coiled material is at least provided with three layers, and the thickness of each layer is 2 mm.
Preferably, the double-sided CPS-CL reactive adhesive waterproof coiled material is sequentially adhered and fixed along the protruding parts of the joint pipe section tenons and the pipe section mortises, and two ends respectively extend out of the joint end parts to be folded and fixed on the inner side or the outer side of a pipe gallery adjacent to the protruding parts.
Preferably, the joint ends of the pipe section mortises and the pipe section tenons are in embedded fit;
the embedded end of the pipe joint mortises is provided with an outer protrusion, a first middle recess, a first middle protrusion and an inner recess in sequence from the outer side of the pipe gallery to the inner side of the pipe gallery in the embedded direction;
the embedded end of the pipe joint tenon is provided with an outer concave part, a second middle convex part, a second middle concave part and an inner convex part in sequence from the outer side of the pipe gallery to the inner side of the pipe gallery in the embedded direction;
one end of the double-sided adhesive CPS-CL reactive adhesive waterproof coiled material is folded and fixed on the side wall of the outer protrusion, and the other side is folded and fixed on the side wall of the inner protrusion sequentially through the outer protrusion, the second middle protrusion, the first middle protrusion and the inner protrusion;
and filling double-component sealant between the double-sided adhesive CPS-CL reactive adhesive waterproof coiled material and the outer side concave and the inner side concave respectively from the outer side of the pipe gallery to the inner side of the pipe gallery, and filling oil-soluble polyurethane concretions between the double-sided adhesive CPS-CL reactive adhesive waterproof coiled material and the first middle concave and the second middle concave respectively.
The waterproof method for the prefabricated assembled utility tunnel tongue-and-groove joint based on the device comprises the following steps,
a. sticking a double-sided CPS-CL reactive adhesive waterproof coiled material to the protruding part of a pipe gallery tongue-and-groove, then inlaying pipe joint tenons and pipe joint tongue-and-groove of two pipe joints to form joints, stretching the two ends of the double-sided CPS-CL reactive adhesive waterproof coiled material, and respectively turning over the two ends along the wall surface of the pipe gallery tongue-and-groove to be stuck to the inner side and the outer side of the pipe gallery; the seam and the double-sided adhesive CPS-CL react to adhere the waterproof coiled material to form an inner gap isolated from the end part of the seam and an outer gap communicated with the end part of the seam;
b. pouring an oil-soluble polyurethane consolidation body into the internal gap of the joint through the grouting pipe hole, and filling a bi-component sealant into the external gap through the end part of the joint;
c. and sticking a single-sided CPS-CL reactive adhesive waterproof coiled material on the outer side of the pipe gallery, and completely covering the joint end and the turnover end of the double-sided CPS-CL reactive adhesive waterproof coiled material, and sticking a self-adhesive waterproof adhesive tape on the inner side of the pipe gallery, and completely covering the joint end and the turnover end of the double-sided CPS-CL reactive adhesive waterproof coiled material.
Preferably, the two-component sealant is a two-component polyurethane sealant.
Preferably, the oil-soluble polyurethane consolidated body is elastic gel made of polyurethane chemical grouting material.
Compared with the prior art, the invention has the following beneficial technical effects:
the invention adopts a plurality of waterproof materials, has few types of waterproof materials, can greatly improve the efficiency of the construction process, has controllable construction quality, can completely block moisture outside the pipe gallery, greatly improves the service life and durability of the comprehensive pipe gallery, and really achieves the structure sealing waterproof effect.
And secondly, because the oil-soluble polyurethane consolidated body is used as a gap filling material and has high strength and certain elasticity, the flexible joint is in a flexible joint form, so that the stress concentration phenomenon of the comprehensive pipe gallery is not obvious, the flexible joint can adapt to the expansion, contraction, deflection and other phenomena of the pipe gallery, and even under the action of an earthquake, the flexible joint can still absorb shock and expansion and contraction while guaranteeing the sealing waterproof effect, so that the joint has better waterproof effect.
The single-sided and double-sided CPS-CL reactive adhesive waterproof coiled material has the following excellent characteristics: super strong adhesion: CPS-CL reactive adhesive waterproof coiled materials can be bonded with a concrete base layer through the synergistic reaction of chemical crosslinking and physical mortise and tenon, and the bonding strength is far higher than that of physically bonded coiled materials; the strength is high, the extensibility is high, the surface layer structure is a Virro strong film, the cross lamination technology is adopted, the strength is high, the toughness is high, and the CPS-CL strength is much higher than that of a common film; impact resistance and puncture resistance are strong; excellent water tightness of the nail rod: the CPS-CL reactive adhesive layer has very excellent creep property, has good wrapping effect on sharp objects such as nails, steel bars and the like, and can be used for plugging and healing tiny damages caused by construction damage; excellent anti-aging performance: the surface layer structure is a Virron strong film, and has excellent weather resistance, and corrosion and aging functions of acid, alkali, salt and other environmental factors.
The waterproof structure of the prefabricated assembled utility tunnel tongue-and-groove joint can improve the construction efficiency, has controllable quality, simple structure, wide material sources, easy operation and better waterproof effect.
Drawings
Fig. 1 is a structural form of the present invention.
Fig. 2 is a detailed view of the structure of the present invention.
Fig. 3 is an enlarged detail of region a of fig. 2.
In the figure: the waterproof roll comprises a single-sided CPS-CL reactive adhesive waterproof roll, a double-component sealant, an oil-soluble polyurethane consolidation body, a grouting pipe, a self-adhesive waterproof tape, a pipe gallery outer side, a pipe gallery inner side, a pipe section tenon groove and a pipe section tenon, wherein the pipe section tenon groove is formed in the pipe gallery outer side, the pipe gallery inner side, the pipe section tenon groove is formed in the pipe section tenon groove, and the pipe section tenon groove is formed in the pipe section tenon groove.
Detailed Description
The invention will now be described in further detail with reference to specific examples, which are intended to illustrate, but not to limit, the invention.
Example 1
A waterproof structure of a prefabricated assembled utility tunnel tongue-and-groove joint is shown in figure 1, wherein the waterproof joint is a tongue-and-groove waterproof joint and totally comprises nine defense lines. The 9 waterproof designs are respectively as follows: two layers of single-sided adhesive CPS-CL reactive adhesive waterproof coiled materials with thickness of 2 mm, two-component sealant, three layers of double-sided adhesive CPS-CL reactive adhesive waterproof coiled materials with thickness of 2 mm, an oil-soluble polyurethane consolidation body, three layers of double-sided adhesive CPS-CL reactive adhesive waterproof coiled materials with thickness of 2 mm, two-component sealant and self-adhesive waterproof adhesive tape. Because the double-sided CPS-CL reactive adhesive waterproof coiled material can be strongly adhered to concrete, a firm waterproof design is adopted between every two adhered parts, only three waterproof lines are needed, and the waterproof design of the double-sided CPS-CL reactive adhesive waterproof coiled material and the self-adhesive waterproof adhesive tape for the inner test of a pipe gallery is achieved by adding four waterproof lines of filling materials of seam gaps and one single-sided CPS-CL reactive adhesive waterproof coiled material at the outer side.
The oil-soluble polyurethane consolidated body is prepared by the steps of reacting polyurethane chemical grouting material with water immediately, and rapidly expanding the volume to generate a gel which is insoluble in water, has high strength and certain elasticity. Because the oil-soluble polyurethane consolidated body is high in strength and has certain elasticity, the joint is in a flexible joint form, the stress concentration phenomenon is not obvious, and the sealing waterproof effect of the flexible joint is still good even under the action of an earthquake. The two-component sealant includes, but is not limited to, a two-component polyurethane sealant. The opening direction of the grouting pipe faces to the inner side and the outer side of the pipe gallery. The grouting pipe has the functions that: can be used for pouring polyurethane chemical grouting material on corresponding parts.
Specifically, the waterproof structure of the tongue-and-groove joint of the prefabricated assembled comprehensive pipe rack comprises a joint formed by a pipe joint tenon 10 and a pipe joint mortise 9 of the pipe rack tongue-and-groove as shown in fig. 1; as shown in fig. 2, the joint is provided with a waterproof structure body consisting of a single-sided adhesive CPS-CL reactive adhesive waterproof roll 1, a double-component sealant 3, a double-sided adhesive CPS-CL reactive adhesive waterproof roll 2, an oil-soluble polyurethane consolidated body 4 and a self-adhesive waterproof adhesive tape 6; the waterproof structure comprises a single-sided CPS-CL reactive adhesive waterproof roll 1, a double-component sealant 3, a double-sided CPS-CL reactive adhesive waterproof roll 2, an oil-soluble polyurethane consolidation body 4, a double-sided CPS-CL reactive adhesive waterproof roll 2, a double-component sealant 3 and a self-adhesive waterproof tape 6 which are sequentially arranged along the seam from the outer side of the seam to the inner side of the seam.
As shown in fig. 1 and 2, grouting pipe holes 5 are respectively arranged on the pipe joint tenons 10 and the pipe joint mortises 9, one ends of the grouting pipe holes 5 are communicated with the inner side 8 or the outer side 7 of the pipe gallery, and the other ends are communicated with the joints of the adjacent oil-soluble polyurethane filling concretions 4.
Wherein, the single-sided adhesive CPS-CL reactive adhesive waterproof coiled material 1 is provided with at least two layers, and the thickness of each layer is 2 mm. The double-sided CPS-CL reactive adhesive waterproof coiled material 2 is provided with at least three layers, and the thickness of each layer is 2 mm. The double-sided CPS-CL reactive adhesive waterproof coiled material 2 is sequentially adhered and fixed along the protruding parts of the pipe joint tenon 10 and the pipe joint mortise 9 at the joint, and two ends respectively extend out of the joint end parts to be folded and fixed on the inner side 8 or the outer side 7 of the pipe gallery adjacent to the protruding parts.
As shown in fig. 2 and 3, the joint ends of the pipe joint tenon groove 9 and the pipe joint tenon 10 are in embedded fit;
the embedded end of the pipe joint mortise 9 is provided with an outer protrusion, a first middle recess, a first middle protrusion and an inner recess in the embedded direction from the pipe gallery outer side 7 to the pipe gallery inner side 8 in sequence; the grouting pipe hole 5 on the pipe section mortise 9 is communicated with the first middle recess;
the embedded end of the pipe joint tenon 10 is provided with an outer concave part, a second middle convex part, a second middle concave part and an inner convex part in sequence from the outer side 7 of the pipe gallery to the inner side 8 of the pipe gallery in the embedded direction; the grouting pipe hole 5 on the pipe joint tenon 10 is communicated with the second middle recess;
one end of the double-sided adhesive CPS-CL reactive adhesive waterproof coiled material 2 is folded and fixed on the side wall of the outer side protrusion, and the other side is folded and fixed on the side wall of the inner side protrusion sequentially through the outer side protrusion, the second middle protrusion, the first middle protrusion and the inner side protrusion;
from the outside 7 of the pipe gallery to the inside 8 of the pipe gallery, the double-sided adhesive CPS-CL reactive adhesive waterproof coiled material 2 and the outside concave and the inside concave are respectively filled with the double-component sealant 3, and the double-sided adhesive CPS-CL reactive adhesive waterproof coiled material 2 and the first middle concave and the second middle concave are respectively filled with the oil-soluble polyurethane concretion body 4.
Example 2
A prefabricating and assembling the waterproof method of the tongue-and-groove joint of the utility tunnel, as shown in figure 2, should paste the waterproof coiled material of double-sided adhesive CPS-CL reaction on the tongue-and-groove protruding part of the pipe tunnel at first, then inlay two tube ends to form the joint, then stretch-draw double-sided adhesive CPS-CL reaction and glue the waterproof coiled material both ends and paste both ends on the inside and outside of the pipe tunnel separately, the next step, pour the oil-soluble polyurethane grouting material and pack the dual-component sealant to the joint space department, wherein the oil-soluble polyurethane grouting material can also pour into the space through the grouting pipe, paste the waterproof coiled material of single-sided adhesive CPS-CL reaction outside the pipe tunnel finally, paste the waterproof adhesive tape of self-adhesion on the inboard, the material of pasting extends to 50-70 cm uniformly on both sides of the joint.
Specifically, the method comprises the following steps,
a. sticking the double-sided adhesive CPS-CL reactive adhesive waterproof coiled material 2 to the protruding part of the pipe gallery tongue-and-groove, then embedding pipe joint tenons 10 and pipe joint tongue-and-groove 9 of two pipe joints to form joints, stretching the two ends of the double-sided adhesive CPS-CL reactive adhesive waterproof coiled material 2, and respectively turning the two ends along the wall surface of the pipe gallery tongue-and-groove to be stuck to the inner side and the outer side of the pipe gallery; the seam and the double-sided adhesive CPS-CL react and adhere to the waterproof coiled material 2 to form an inner gap isolated from the end part of the seam and an outer gap communicated with the end part of the seam;
b. pouring an oil-soluble polyurethane consolidation body 4 into the internal gap of the joint through the grouting pipe hole 5, and filling a bi-component sealant 3 into the external gap through the end part of the joint;
c. the single-sided adhesive CPS-CL reactive adhesive waterproof coiled material 1 is stuck on the outer side 7 of the pipe gallery, and the seam end and the turnover end of the double-sided adhesive CPS-CL reactive adhesive waterproof coiled material 2 are completely covered, the self-adhesive waterproof adhesive tape 6 is stuck on the inner side 8 of the pipe gallery, and the seam end and the turnover end of the double-sided adhesive CPS-CL reactive adhesive waterproof coiled material 2 are completely covered.
Claims (9)
1. The utility model provides a prefabricated waterproof structure of assembling utility tunnel tongue-and-groove joint, includes the seam that comprises piping section tenon (10) and piping section tongue-and-groove (9) of piping lane tongue-and-groove, its characterized in that: the joint is provided with a waterproof structure body consisting of a single-sided adhesive CPS-CL reactive adhesive waterproof roll (1), a double-component sealant (3), a double-sided adhesive CPS-CL reactive adhesive waterproof roll (2), an oil-soluble polyurethane consolidated body (4) and a self-adhesive waterproof adhesive tape (6); the waterproof structure comprises a single-sided CPS-CL reactive adhesive waterproof roll (1), a double-component sealant (3), a double-sided CPS-CL reactive adhesive waterproof roll (2), an oil-soluble polyurethane consolidation (4), a double-sided CPS-CL reactive adhesive waterproof roll (2), a double-component sealant (3) and a self-adhesive waterproof tape (6) which are sequentially arranged along the seam from the outer side of the seam to the inner side of the seam;
the connecting ends of the pipe joint mortises (9) and the pipe joint tenons (10) are in embedded fit;
the embedded end of the pipe joint mortises (9) is provided with outer protrusions, first middle recesses, first middle protrusions and inner recesses in the embedded direction from the outer side (7) of the pipe gallery to the inner side (8) of the pipe gallery in sequence;
the embedded end of the pipe joint tenon (10) is provided with an outer concave part, a second middle convex part, a second middle concave part and an inner convex part in sequence from the outer side (7) of the pipe gallery to the inner side (8) of the pipe gallery in the embedded direction;
one end of the double-sided adhesive CPS-CL reactive adhesive waterproof coiled material (2) is folded and fixed on the side wall of the outer protrusion, and the other side is folded and fixed on the side wall of the inner protrusion sequentially through the outer protrusion, the second middle protrusion, the first middle protrusion and the inner protrusion;
from the outside (7) of the pipe gallery to the inside (8) of the pipe gallery, the double-sided adhesive CPS-CL reactive adhesive waterproof coiled material (2) is respectively filled with the double-component sealant (3) between the outside concave and the inside concave, and the oil-soluble polyurethane concretion (4) is respectively filled between the double-sided adhesive CPS-CL reactive adhesive waterproof coiled material (2) and the first middle concave and the second middle concave.
2. The waterproof construction of a tongue-and-groove joint of a prefabricated assembled utility tunnel according to claim 1, wherein: the grouting pipe comprises a pipe joint tenon (10) and a pipe joint mortise (9), and is characterized by further comprising a grouting pipe hole (5), wherein the grouting pipe hole (5) is respectively arranged on the pipe joint tenon (10) and the pipe joint mortise (9), one end of the grouting pipe hole is communicated with the inner side (8) of the pipe gallery or the outer side (7) of the pipe gallery, and the other end of the grouting pipe hole is communicated with the joint of the adjacent filling oil-soluble polyurethane consolidation body (4).
3. The waterproof structure of the tongue-and-groove joint of the prefabricated assembled utility tunnel according to claim 1, wherein the single-sided adhesive CPS-CL reactive adhesive waterproof coiled material (1) is arranged on the outer side (7) of the pipe tunnel of the joint and completely covers the end part of the joint; the self-adhesive waterproof tape (6) is arranged on the inner side (8) of the pipe gallery of the joint and completely covers the joint end.
4. The waterproof construction of a tongue-and-groove joint of a prefabricated assembled utility tunnel according to claim 1, wherein: the single-sided CPS-CL reactive adhesive waterproof coiled material (1) is at least provided with two layers, and the thickness of each layer is 2 mm.
5. The waterproof construction of a tongue-and-groove joint of a prefabricated assembled utility tunnel according to claim 1, wherein: the double-sided CPS-CL reactive adhesive waterproof coiled material (2) is at least provided with three layers, and the thickness of each layer is 2 mm.
6. The waterproof construction of a tongue-and-groove joint of a prefabricated assembled utility tunnel according to claim 1, wherein: the double-sided CPS-CL reactive adhesive waterproof coiled material (2) is sequentially adhered and fixed along the protruding parts of the joint pipe joint tenon (10) and the pipe joint mortise (9), and two ends respectively extend out of the joint end parts to be folded and fixed on the inner side (8) or the outer side (7) of the pipe gallery adjacent to the protruding parts.
7. A waterproof method for a tongue-and-groove joint of a prefabricated assembled utility tunnel is characterized by comprising the following steps: a prefabricated assembled utility tunnel tongue-and-groove joint waterproof construction based on any one of claim 1 to 6, comprising the steps of,
a. sticking the double-sided CPS-CL reactive adhesive waterproof coiled material (2) to the protruding part of the pipe gallery tongue-and-groove, then embedding pipe joint tenons (10) of two pipe joints and pipe joint tongue-and-groove (9) to form joints, stretching the two ends of the double-sided CPS-CL reactive adhesive waterproof coiled material (2), and respectively turning the two ends along the wall surface of the pipe gallery tongue-and-groove to be stuck to the inner side and the outer side of the pipe gallery; the seam and the double-sided adhesive CPS-CL react and adhere to the waterproof coiled material (2) to form an inner gap isolated from the end part of the seam and an outer gap communicated with the end part of the seam;
b. pouring an oil-soluble polyurethane consolidation body (4) into the internal gap of the joint through the grouting pipe hole (5), and filling a bi-component sealant (3) into the external gap through the end part of the joint;
c. the single-sided CPS-CL reactive adhesive waterproof coiled material (1) is stuck on the outer side (7) of the pipe gallery, and the seam end and the turnover end of the double-sided CPS-CL reactive adhesive waterproof coiled material (2) are completely covered, and the self-adhesive waterproof adhesive tape (6) is stuck on the inner side (8) of the pipe gallery, and the seam end and the turnover end of the double-sided CPS-CL reactive adhesive waterproof coiled material (2) are completely covered.
8. The method for waterproofing a tongue-and-groove joint of a prefabricated assembled utility tunnel according to claim 7, wherein: the bi-component sealant (3) is a bi-component polyurethane sealant.
9. The method for waterproofing a tongue-and-groove joint of a prefabricated assembled utility tunnel according to claim 7, wherein: the oil-soluble polyurethane consolidated body (4) is elastic gel made of polyurethane chemical grouting material.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910093949.3A CN109653245B (en) | 2019-01-30 | 2019-01-30 | Waterproof structure and waterproof method for tongue-and-groove type joint of prefabricated assembled comprehensive pipe rack |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201910093949.3A CN109653245B (en) | 2019-01-30 | 2019-01-30 | Waterproof structure and waterproof method for tongue-and-groove type joint of prefabricated assembled comprehensive pipe rack |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN109653245A CN109653245A (en) | 2019-04-19 |
| CN109653245B true CN109653245B (en) | 2023-11-17 |
Family
ID=66121829
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201910093949.3A Active CN109653245B (en) | 2019-01-30 | 2019-01-30 | Waterproof structure and waterproof method for tongue-and-groove type joint of prefabricated assembled comprehensive pipe rack |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109653245B (en) |
Families Citing this family (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110924448A (en) * | 2019-11-22 | 2020-03-27 | 浙江大学 | Waterproof and anti-seepage structure at construction joint of comprehensive pipe gallery and construction method |
| CN112687180B (en) * | 2020-12-11 | 2022-05-17 | 中国建筑第五工程局有限公司 | New and old concrete joint waterproof structure model and manufacturing method and application thereof |
| CN114606981B (en) * | 2022-03-04 | 2024-01-30 | 北京万兴建筑集团有限公司 | Method for setting deformation joint of trapezoid socket of underground municipal comprehensive pipe rack |
| CN114775639B (en) * | 2022-05-24 | 2024-03-05 | 陕西华山路桥集团有限公司 | Pipe joint component suitable for transverse bearing pipe curtain structure |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2003072885A (en) * | 2001-08-28 | 2003-03-12 | Aizu Kokensha:Kk | Structure and method of joining precast concrete plates |
| CN206034502U (en) * | 2016-08-23 | 2017-03-22 | 四川佳世特橡胶有限公司 | Prefabricated utility tunnel bell and spigot waterproof construction of assembling |
| CN108411939A (en) * | 2018-03-16 | 2018-08-17 | 通号建设集团有限公司 | The spliced prefabricated pipe gallery of one kind and its construction method |
| CN209603183U (en) * | 2019-01-30 | 2019-11-08 | 机械工业勘察设计研究院有限公司 | A kind of precast assembly pipe gallery groove and tognue type joint waterproofing construction |
-
2019
- 2019-01-30 CN CN201910093949.3A patent/CN109653245B/en active Active
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2003072885A (en) * | 2001-08-28 | 2003-03-12 | Aizu Kokensha:Kk | Structure and method of joining precast concrete plates |
| CN206034502U (en) * | 2016-08-23 | 2017-03-22 | 四川佳世特橡胶有限公司 | Prefabricated utility tunnel bell and spigot waterproof construction of assembling |
| CN108411939A (en) * | 2018-03-16 | 2018-08-17 | 通号建设集团有限公司 | The spliced prefabricated pipe gallery of one kind and its construction method |
| CN209603183U (en) * | 2019-01-30 | 2019-11-08 | 机械工业勘察设计研究院有限公司 | A kind of precast assembly pipe gallery groove and tognue type joint waterproofing construction |
Also Published As
| Publication number | Publication date |
|---|---|
| CN109653245A (en) | 2019-04-19 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN109653245B (en) | Waterproof structure and waterproof method for tongue-and-groove type joint of prefabricated assembled comprehensive pipe rack | |
| CN110206173B (en) | Construction method of heat-insulation external wall | |
| CN107386322A (en) | A kind of prefabricated installation pipe gallery | |
| CN207079627U (en) | A kind of assembled underground pipe gallery member connecting structure | |
| CN112160445A (en) | Vertical splicing seam of prefabricated concrete external wall panel of prefabricated building and construction method thereof | |
| CN209603183U (en) | A kind of precast assembly pipe gallery groove and tognue type joint waterproofing construction | |
| CN207892046U (en) | A kind of PC shear walls connection structure | |
| CN107965324B (en) | Assembled underpass tunnel | |
| CN210194676U (en) | Structure is assembled to prefabricated utility tunnel tube coupling of underground | |
| CN110905091A (en) | Horizontal joint of prefabricated sandwich heat-insulation outer wall and construction steps thereof | |
| CN109183847B (en) | Underground prefabricated pipe gallery | |
| CN206971273U (en) | A kind of prefabricated installation pipe gallery | |
| CN214168804U (en) | Culvert and culvert body structure thereof | |
| CN2547800Y (en) | High-strength cement compositelight thermal-insulating exposed wall board | |
| CN213979355U (en) | Outer wall panel splice joint node | |
| CN211646496U (en) | Prefabricated comprehensive pipe gallery tongue-and-groove type waterproof construction | |
| CN210947253U (en) | Waterproof structure of prefabricated external sandwich wallboard | |
| RU2734528C1 (en) | Unit of sealing of inputs of engineering communications for building structures | |
| CN110984237B (en) | Deformation joint composite plugging and sealing system and construction method thereof | |
| CN210195770U (en) | Shield segment structure | |
| CN206752888U (en) | Awning waterproof system | |
| CN112459133A (en) | Waterproof structure and waterproof method for settlement joint of pipe gallery water delivery culvert | |
| CN206467801U (en) | It is a kind of to be used for the moisture-proof construction of green assembled architecture lightgage steel joist wall | |
| CN218437563U (en) | Waterproof structure between assembled building outer wall body plates | |
| CN211948997U (en) | Node structure between assembled wallboard boards |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |