CN207582517U - A kind of copper seal waterproof construction for mass concrete - Google Patents
A kind of copper seal waterproof construction for mass concrete Download PDFInfo
- Publication number
- CN207582517U CN207582517U CN201721341065.8U CN201721341065U CN207582517U CN 207582517 U CN207582517 U CN 207582517U CN 201721341065 U CN201721341065 U CN 201721341065U CN 207582517 U CN207582517 U CN 207582517U
- Authority
- CN
- China
- Prior art keywords
- copper seal
- cystosepiment
- concrete
- waterproof construction
- mass concrete
- 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
Landscapes
- Building Environments (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The utility model is related to concrete water-proof technical fields, and in particular to a kind of copper seal waterproof construction for mass concrete.Including being set to two adjacent copper seals for pouring between section concrete and both ends and pouring section concrete with two respectively and connect, cystosepiment is filled in the two neighboring gap for pouring and being formed between section concrete and positioned at copper seal both sides, the sealant layer to connect with cystosepiment is equipped in above-mentioned gap in concrete inner surface side, waterproof roll is equipped with positioned at the cystosepiment end of concrete outer surface side, waterproof roll covers above-mentioned gap.The waterproof construction cost investment is low, and copper seal is easy to process, and waterproof roll is laid with simply, has put into engineering use at present, and packer permeability test shows that waterproof effect is notable, reliable guarantee is provided for mass concrete parting waterproof.
Description
Technical field
The utility model is related to concrete water-proof technical fields, and in particular to a kind of sealing copper for mass concrete
Piece waterproof construction.
Background technology
Often it is related to mass concrete construction in modern architecture, such as high-rise building basis, large equipment base, water conservancy
Dam etc..The characteristics of it is main is exactly that volume is big, and more than or equal to 1m., its surface coefficient compares general entity minimum dimension
Small, concentration is compared in hydration heat of cement release, and inside heating is than very fast.When temperature difference between inside and outside concrete is larger, concrete can be generated
Thermal cracking influences structure safety and normal use.So it must be fundamentally analyzed, to ensure the quality of construction.Substantially
Product concrete is common generally in hydraulic structure, similar concrete gravity dam etc..
Mass concrete has the characteristics that:Structure is thick and solid, and amount of concrete is big, and engineering specifications is complicated, and construction technology will
Ask high, hydration heat of cement is larger, and works is easily made to generate temperature deformation.Mass concrete is in addition to minimum cross section and internal and external temperature
Have outside certain regulation, planar dimension is also had certain limitations.Because planar dimension is excessive, TEMPERATURE FORCE caused by effect of contraction
Also it is bigger, such as take control temperature steps improper, when temperature stress is more than the pulling force limiting value that concrete can bear, then easily production
Raw crack.
Copper seal in mass concrete parting backfills, the summer in winter expands with heat and contract with cold easily by uneven settlement of foundation after wall
Influences is waited to destroy.Failure mode mostly occurs in the middle part of copper seal the tensile failure in scalable region and to be broken by cyclic load
It is bad.These destructions lead to leakage of buildings, generate security risk, the renewal expense at the same time generated is also huge.
Invention content
The purpose of this utility model is the waterproof in order to solve the problems, such as current mass concrete, is provided a kind of for big
The copper seal waterproof construction of volume concrete.The water-tight device is while copper seal is set, and surface is added at parting
Waterproof roll, the waterproof roll do coating using pitch, flexible, high with elastic big, tensile strength and elongation percentage high and low temperature
Temperature do not trickle, not embrittlement, anti-aging, endurance, strong toughness the characteristics of.New waterproof form constructing operation is simple, is not added to
This input, water resistance are excellent.
In order to reach above-mentioned purpose of utility model, the utility model uses following technical scheme:
A kind of copper seal waterproof construction for mass concrete adjacent pours section concrete including being set to two
Between and the both ends copper seal that pours section concrete with two respectively and connect, in the two neighboring seam for pouring and being formed between section concrete
Cystosepiment is filled in gap and positioned at copper seal both sides, is equipped in concrete inner surface side in above-mentioned gap and connects with cystosepiment
Sealant layer, be equipped with waterproof roll positioned at the cystosepiment end of concrete outer surface side, waterproof roll covers above-mentioned gap.
Preferably, welding is overlapped between each copper seal.
Preferably, the end of the cystosepiment and copper seal connecting side is equipped with U-type groove, is filled in U-type groove
Pitch.
Preferably, the waterproof roll includes the bituminous coating and bituminous coating of covering gap and cystosepiment end
Outer tinfoil layer.
Preferably, the cystosepiment is ethylene closed cell cystosepiment.
Preferably, the sealant layer is two-component polysulfide sealant.
Preferably, the thickness of the cystosepiment is 2cm.
Preferably, the copper seal is provided with U-shaped portion in the part in gap, and the width of U-shaped portion is less than
1cm, depth are less than 1cm, and U-shaped portion is consistent with U-type groove direction.
Preferably, the U-type groove width is 11-15mm, depth 30-35mm.
Compared with prior art, advantageous effect is the utility model:Cost investment is low, and copper seal is easy to process, waterproof
Coiled material is laid with simply, has put into engineering use at present, and packer permeability test shows that waterproof effect is notable, prevents for mass concrete parting
Water provides reliable guarantee.
Description of the drawings
Fig. 1 is the structure diagram of the utility model;
Fig. 2 is that the utility model uses schematic diagram for lock chamber lock wall;
Fig. 3 is the structure diagram of the copper seal of the utility model.
In figure:1 copper seal, 2 cystosepiments, 3 sealant layers, 4 waterproof rolls, 5U type grooves, 6 bituminous coatings, 7 tinfoil layers,
8U types portion.
Specific embodiment
Explanation is further described to the technical solution of the utility model below by specific embodiment.
Embodiment 1:
A kind of copper seal waterproof construction for mass concrete, as depicted in figs. 1 and 2, in mass concrete
The application example of lock chamber lock wall is poured, casting of concrete in mass need to will pour several independent segments of section point, including being set to two
It is adjacent to pour between section concrete and both ends pour the copper seal 1 that section concrete is connect with two respectively, between each copper seal 1
Overlap joint welding, red copper welding rod gas welding is used during welding.Gas welding should preheat, 400 DEG C to 500 DEG C of preheating temperature, horizontal copper sheet with
During vertical copper sheet connection, the lap of splice is not less than 70mm.In the two neighboring gap for pouring and being formed between section concrete and position
Cystosepiment 2 is filled in 1 both sides of copper seal, i.e., cystosepiment 2 is set between each independent section concrete, cystosepiment 2 is closed for polyethylene
Hole cystosepiment 2, the thickness of cystosepiment 2 is 2cm.By setting cystosepiment 2 that can effectively reduce casting of concrete in mass crack
It generates.After the completion of single hop concreting, cystosepiment stickfast is completed by adjacent segment concreting by cement nail.
The sealant layer 3 to connect with cystosepiment 2 is equipped in above-mentioned gap in concrete inner surface side, sealant layer 3 is double
Component polysulfide sealant well and concrete bonding, while can play the role of filleting sealing.
As shown in figure 3, the end of the cystosepiment 2 and 1 connecting side of copper seal is equipped with U-type groove 5, it is filled in U-type groove 5
Pitch, 5 width of U-type groove are 11-15mm, depth 30-35mm.U-type groove shapes convenient for pitch, can hinder to a certain extent
Only copper sheet joint cavity deforms, and the flexible pitch of inside filling is suitable for centainly deforming.
Waterproof roll 4 is being equipped with positioned at 2 end of cystosepiment of concrete outer surface side, waterproof roll 4 covers above-mentioned seam
Gap after the completion of entire construction section, carries out waterproof roll 4 to parting face and is laid with.The waterproof roll 4 includes covering gap and foam
Tinfoil layer 7 outside the bituminous coating 6 of 2 end of plate and bituminous coating 6.
When waterproof roll 4 is laid with, it is ensured that working face is smooth, it is dry, without anti-sand and sharp object.After pitch melting, open up immediately
Tinfoil bedding is opened, in order to avoid influencing adhesive effect, reduces water resistance.
Finally formed waterproof construction, cost investment is low, and copper seal is easy to process, and waterproof roll is laid with simple, pressure water
Experiment shows that waterproof effect is notable, and reliable guarantee is provided for mass concrete parting waterproof.
Embodiment 2:
On the basis of embodiment 1, as shown in Figure 1, the copper seal 1 is provided with U-shaped portion 8, U in the part in gap
The width in type portion 8 is less than 1cm, and depth is less than 1cm, and U-shaped portion 8 is consistent with 5 direction of U-type groove.By setting U-shaped portion can be to help seam
The waterproof of gap prevents the fracture of copper seal.Meanwhile the U-shaped portion is consistent with U-type groove 5, it can be mutual with the pitch in U-type groove 5
Effect, avoids deformation effect waterproof effect.
Claims (9)
1. a kind of copper seal waterproof construction for mass concrete, which is characterized in that adjacent poured including being set to two
Build the copper seal that between section concrete and both ends pour section concrete and connect with two respectively(1), mixed in the two neighboring section that pours
In the gap formed between solidifying soil and positioned at copper seal(1)Both sides are filled with cystosepiment(2), in table in concrete in above-mentioned gap
Surface side is equipped with and cystosepiment(2)The sealant layer to connect(3), positioned at the cystosepiment of concrete outer surface side(2)End is equipped with anti-
Water coiled material(4), waterproof roll(4)Cover above-mentioned gap.
A kind of 2. copper seal waterproof construction for mass concrete according to claim 1, which is characterized in that institute
State each copper seal(1)Between overlap welding.
A kind of 3. copper seal waterproof construction for mass concrete according to claim 1, which is characterized in that institute
State cystosepiment(2)With copper seal(1)The end of connecting side is equipped with U-type groove(5), U-type groove(5)It is interior to be filled with pitch.
A kind of 4. copper seal waterproof construction for mass concrete according to claim 1, which is characterized in that institute
State waterproof roll(4)Including covering gap and cystosepiment(2)The bituminous coating of end(6)And bituminous coating(6)Outer tinfoil layer
(7).
A kind of 5. copper seal waterproof construction for mass concrete according to claim 1, which is characterized in that institute
State cystosepiment(2)For ethylene closed cell cystosepiment(2).
A kind of 6. copper seal waterproof construction for mass concrete according to claim 1, which is characterized in that institute
State sealant layer(3)For two-component polysulfide sealant.
A kind of 7. copper seal waterproof construction for mass concrete according to claim 1, which is characterized in that institute
State cystosepiment(2)Thickness be 2cm.
A kind of 8. copper seal waterproof construction for mass concrete according to claim 1, which is characterized in that institute
State copper seal(1)Part in gap is provided with U-shaped portion(8), U-shaped portion(8)Width be less than 1cm, depth be less than 1cm, U
Type portion(8)With U-type groove(5)Direction is consistent.
A kind of 9. copper seal waterproof construction for mass concrete according to claim 3, which is characterized in that institute
State U-type groove(5)Width is 11-15mm, depth 30-35mm.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201721341065.8U CN207582517U (en) | 2017-10-18 | 2017-10-18 | A kind of copper seal waterproof construction for mass concrete |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN201721341065.8U CN207582517U (en) | 2017-10-18 | 2017-10-18 | A kind of copper seal waterproof construction for mass concrete |
Publications (1)
Publication Number | Publication Date |
---|---|
CN207582517U true CN207582517U (en) | 2018-07-06 |
Family
ID=62729044
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN201721341065.8U Active CN207582517U (en) | 2017-10-18 | 2017-10-18 | A kind of copper seal waterproof construction for mass concrete |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN207582517U (en) |
Cited By (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110029628A (en) * | 2019-05-24 | 2019-07-19 | 郑州水务建筑工程股份有限公司 | A kind of water conservancy project raft plate dilatation joint waterproof structure |
CN110593201A (en) * | 2019-08-26 | 2019-12-20 | 中国电建集团贵阳勘测设计研究院有限公司 | Protection device of concrete structure copper sheet stagnant water |
-
2017
- 2017-10-18 CN CN201721341065.8U patent/CN207582517U/en active Active
Cited By (3)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN110029628A (en) * | 2019-05-24 | 2019-07-19 | 郑州水务建筑工程股份有限公司 | A kind of water conservancy project raft plate dilatation joint waterproof structure |
CN110593201A (en) * | 2019-08-26 | 2019-12-20 | 中国电建集团贵阳勘测设计研究院有限公司 | Protection device of concrete structure copper sheet stagnant water |
CN110593201B (en) * | 2019-08-26 | 2024-03-19 | 中国电建集团贵阳勘测设计研究院有限公司 | Protection device for copper sheet water stop of concrete structure |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN107190844B (en) | The waterproof and water drainage system and construction method of a kind of basement bottom board and exterior wall | |
CN207582517U (en) | A kind of copper seal waterproof construction for mass concrete | |
CN108612547B (en) | A kind of construction method in tunnel and underground pipe gallery percolating water repairerment system | |
CN101245620A (en) | Non-net polyphenyl plate cast-in-place concrete exterior wall heat-preserving construction method | |
CN110080308A (en) | A kind of novel late poured band structure and its construction method | |
CN108385731A (en) | A kind of improved underground-structure deformation joint water proof structure | |
CN201891133U (en) | Manual assembled type self-waterproof late poured band prefabricated slab of basement outer wall | |
CN209837324U (en) | Tooth-groove type waterproof connecting structure for prefabricated wallboard of prefabricated building by vertical joint grouting method | |
CN106948502A (en) | A kind of water-proof top cover and its construction method | |
CN208121827U (en) | Bottom plate advanced water-stop post-pouring zone structure | |
CN206174447U (en) | Demolition -free compound insulation template | |
CN205804636U (en) | A kind of basement waterproofing overlapping body of wall | |
CN209243966U (en) | A kind of connecting node of heat-insulation wall plate | |
CN205444549U (en) | Heat preservation mortar wall body | |
CN204531006U (en) | The prefabricated combined wall board of embedded steel column and constructing with the connected node of girder steel | |
CN207260352U (en) | A kind of exterior-wall heat insulation template | |
CN205224781U (en) | Cooling tower pond structure of in cold areas prestressing without bondn structure | |
CN203229927U (en) | Treatment structure for dam body upstream face superficial layer temperature crack | |
CN107653914A (en) | A kind of waterproof system for mass concrete | |
CN108018972A (en) | Full precast floor slab and laminated floor slab combining structure, making and assembly method | |
CN209760313U (en) | Underground totally-enclosed pile head waterproof structure | |
CN208604640U (en) | A kind of quick construction structure of post-pouring belt of outer wall | |
CN209323575U (en) | Seam pattern is stayed in a kind of T-type post-cast strip for hydraulic engineering structures bottom plate | |
CN207499447U (en) | For the heat insucation prefabricated plate connecting node construction of assembled passive type building | |
CN107345405A (en) | Grouting method at concrete raft foundation construction joint |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
GR01 | Patent grant | ||
GR01 | Patent grant |