CN107653991B - A kind of building, ground deformation slot construction method - Google Patents
A kind of building, ground deformation slot construction method Download PDFInfo
- Publication number
- CN107653991B CN107653991B CN201710738329.1A CN201710738329A CN107653991B CN 107653991 B CN107653991 B CN 107653991B CN 201710738329 A CN201710738329 A CN 201710738329A CN 107653991 B CN107653991 B CN 107653991B
- Authority
- CN
- China
- Prior art keywords
- deformation joint
- cement mortar
- zinc
- granite
- floor
- 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.)
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- 238000010276 construction Methods 0.000 title claims abstract description 35
- 239000010438 granite Substances 0.000 claims abstract description 32
- 239000011083 cement mortar Substances 0.000 claims abstract description 25
- 239000011230 binding agent Substances 0.000 claims abstract description 19
- 239000003292 glue Substances 0.000 claims abstract description 16
- 229910001220 stainless steel Inorganic materials 0.000 claims abstract description 13
- 239000010935 stainless steel Substances 0.000 claims abstract description 13
- 238000000034 method Methods 0.000 claims abstract description 12
- 239000000945 filler Substances 0.000 claims description 5
- 240000007594 Oryza sativa Species 0.000 claims 1
- 235000007164 Oryza sativa Nutrition 0.000 claims 1
- 230000001680 brushing effect Effects 0.000 claims 1
- 239000003973 paint Substances 0.000 claims 1
- 235000009566 rice Nutrition 0.000 claims 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 abstract description 15
- 230000007547 defect Effects 0.000 abstract description 13
- 230000009286 beneficial effect Effects 0.000 abstract description 4
- 230000000149 penetrating effect Effects 0.000 abstract description 3
- 238000005516 engineering process Methods 0.000 description 3
- XEEYBQQBJWHFJM-UHFFFAOYSA-N Iron Chemical compound [Fe] XEEYBQQBJWHFJM-UHFFFAOYSA-N 0.000 description 2
- 239000004568 cement Substances 0.000 description 1
- 238000009408 flooring Methods 0.000 description 1
- 230000008595 infiltration Effects 0.000 description 1
- 238000001764 infiltration Methods 0.000 description 1
- 229910052742 iron Inorganic materials 0.000 description 1
- 238000004519 manufacturing process Methods 0.000 description 1
- 239000000203 mixture Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000004570 mortar (masonry) Substances 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/66—Sealings
- E04B1/68—Sealings of joints, e.g. expansion joints
- E04B1/6801—Fillings therefor
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/66—Sealings
- E04B1/68—Sealings of joints, e.g. expansion joints
- E04B1/6803—Joint covers
- E04B1/6804—Joint covers specially adapted for floor parts
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/66—Sealings
- E04B1/68—Sealings of joints, e.g. expansion joints
- E04B1/6812—Compressable seals of solid form
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Floor Finish (AREA)
- Building Environments (AREA)
Abstract
The invention belongs to technical field of buildings and a kind of method for being used for building (ground) face deformation joint construction is disclosed, the component and fitting or work that realization this method need to be completed mainly have: stainless steel square tube, waterproof construction glue, cement mortar binder course etc..The deformation joint two sides stainless steel square tube, is more adjacent to galvanized sheet, securely and reliable, is easier to carry out waterproof；The granite floor with vulcanie panel is micro- raises, favorably prevent ground minor amount of water from directly penetrating into from deformation joint face；The granite floor uses cement mortar binder course, is beneficial to prevent water and penetrates into deformation joint out of structure sheaf；Gap between the cement mortar binder course and zinc-plated cover plate corner, granite slab and zinc-plated cover plate and granite slab and vulcanie panel end uses waterproof construction glue, is beneficial to prevent water and penetrates into deformation joint out of it is formed gap.By the implementation of the above construction method, fixed unreliable, the defect that waterproof is not handled of galvanized sheet is improved, and largely reaches the probability for preventing that leak common quality defect generates in deformation joint.
Description
Technical field
The invention patent relates generally to a kind of construction treating methods for flooring deformation joint, belongs to Building technology neck
Domain.
Background technique
According to construction standards and the requirement of practice, the industry of different structure form and civil buildings, when its length reaches one
When fixed numerical value, in order to avoid because expanding with heat and contract with cold to integrally-built harm, it is necessary to add Temperature Joint, usually be commonly called as becoming
Shape seam, is divided into several construction sections for overall structure.
In engineering practice, the processing form in gap is varied between construction section in building, but in internal structure, waterproof
More or less there is certain defect in the fixed aspect of processing and associated components, it is difficult to prevent the production of leak common quality defect in deformation joint
It is raw.
Summary of the invention
The technical problem to be solved in the present invention overcomes existing defect, provides a kind of construction party of building (ground) face deformation joint
Method improves the defect that galvanized iron sheet is not fixed easily by using the rectangular stainless steel tube of 20X30X1；Additionally by using 1: 1 cement
The setting of mortar and waterproof construction glue, and micro- granite floor for raising deformation joint two sides, largely reach and prevent leak
The probability that common quality defect generates, can effectively solve the problems in background technique.
In order to solve the above-mentioned technical problems, the present invention provides the following technical solutions:
The present invention realizes that this method need to install mainly there is provided a kind of method for being used for building (ground) face deformation joint construction
At component and fitting or work include vulcanie panel, deformation joint two sides granite floor, zinc-plated cover plate, 20X30X1 stainless steel
Square tube, Expansion Joint filler, 1: 1 cement mortar binder course, the joint filling of waterproof construction glue, concrete nailing component composition.Described
20X30X1 stainless steel square tube is fixed in deformation joint two sides by using concrete nailing and floor, zinc-plated cover plate, securely and can
It leans on；The deformation joint two sides granite floor absolute altitude is more micro- than periphery decorative floor to raise 5MM, and vulcanie panel absolute altitude ratio
Deformation joint two sides granite floor is micro- to raise 2MM, and ground minor amount of water is not easy to flow into deformation joint；It is curved in the middle part of the zinc-plated cover plate
The stainless steel square tube of deformation joint two sides is rolled over and covered, both ends are fixed in the little groove of floor construction layer using 1: 1 cement mortar,
It is not only advantageous to integrally-built flexible, can also more efficiently prevent from the infiltration of water, cause deformation joint leak；Described is flexible
Seam filler is mainly used for the filling in deformation joint, does not influence the deformation of structure；1: the 1 cement mortar binder course is mainly used for
Being adhesively fixed between granite slab and zinc-plated cover plate and structure sheaf prevents water from penetrating by floor construction level, causes to become
Shape stitches leak；The waterproof construction glue joint filling is mainly used for 1: 1 cement mortar binder course and zinc-plated cover plate corner, granite
Gap filling between plate and zinc-plated cover plate and granite slab and vulcanie panel end.
As a preferred technical solution of the present invention, the 20X30X1 stainless steel square tube passes through in deformation joint two sides
It is fixed using concrete nailing and floor, zinc-plated cover plate, it is securely and reliable.
As a preferred technical solution of the present invention, the deformation joint two sides granite floor absolute altitude is decorated than periphery
Floor is micro- to raise 5MM, and vulcanie panel absolute altitude is more micro- than deformation joint two sides granite floor raises 2MM, and ground minor amount of water is not
Easily flow into deformation joint.
As a preferred technical solution of the present invention, 1: the 1 cement mortar binder course is mainly used for granite slab
And being adhesively fixed between zinc-plated cover plate and structure sheaf, it prevents water from penetrating by floor construction level, causes deformation joint leak.
As a preferred technical solution of the present invention, the waterproof construction glue joint filling is mainly used for 1: 1 cement mortar
Seam between binder course and zinc-plated cover plate corner, granite slab and zinc-plated cover plate and granite slab and vulcanie panel end
Gap filling, is prevented water by being penetrated into gap between upper member, causes deformation joint leak.
Compared with prior art, using technical solutions according to the invention, can reach it is following the utility model has the advantages that
1, deformation joint two sides use 20X30X1 stainless steel square tube, are more adjacent to galvanized sheet, securely and reliable, improve existing
Have in technology and is directly fixed with concrete structural slab, it is less reliable, and it is not easy the defect of waterproof.
2, it is micro- to improve ground in the prior art for the absolute altitude for raising deformation joint two sides granite floor Yu vulcanie panel
Amount water easily flows into the defects of deformation joint.
3, being adhesively fixed using 1: 1 cement mortar between granite slab and zinc-plated cover plate and structure sheaf, improves existing
Water penetrates into the defect of deformation joint by floor construction level in technology.
4,1: 1 cement mortar binder course and zinc-plated cover plate corner, granite slab and zinc-plated cover plate and granite slab and hard
Gap between matter rubber panel end uses waterproof construction glue, improves water in the prior art and passes through above-described gap
The defect of leakage.
Detailed description of the invention
Attached drawing is used for a further understanding of the present invention, and constitutes part of specification, with specific reality of the invention
It applies mode to be used to explain the present invention together, not be construed as limiting the invention.
In the accompanying drawings:
Fig. 1 is the method plane that one kind described in the specific embodiment of the invention is used for building (ground) face deformation joint construction
Figure；
Fig. 2 (1-1 sectional view) is one kind described in the specific embodiment of the invention for building (ground) face deformation joint construction
Method plan view in sectional view.
Figure label: 1, vulcanie panel；2, zinc-plated cover plate；3, waterproof construction glue；4, two sides granite floor；5, building
Floor；6,1: 1 cement mortar binder course；7, waterproof construction glue；8,1: 1 cement mortar fills out groove；9, stainless steel square tube is (interior
Containing nailing)；10,1: 1 cement mortar binder course；11, floor structure layer；12, Expansion Joint filler.
Specific embodiment
Preferred embodiment of the invention is illustrated below in conjunction with attached drawing, it should be understood that described herein excellent
Select specific embodiment only for the purpose of illustrating and explaining the present invention and is not intended to limit the present invention.
Embodiment: please referring to Fig. 1, Fig. 2 (1-1 sectional view), and the present invention is a kind of for building (ground) face deformation joint construction
Method realizes that the component and fitting that need to complete of this method or work are as follows: vulcanie panel 1, zinc-plated cover plate 2, waterproof construction glue 3,
Two sides granite floor 4, mezzanine floors 5,1: 1 cement mortar binder course 6, waterproof construction glue 7,1: 1 cement mortar fill out groove 8,
9,1: 1 cement mortar binder course 10 of stainless steel square tube (including nailing), floor structure layer 11, Expansion Joint filler 12.The change
Shape stitches two sides and uses stainless steel square tube 9, is more adjacent to galvanized sheet, securely and reliable, is easier to carry out waterproof；The two sides Hua Gang
Rock floor 4 is more micro- than mezzanine floors 5 to raise 5 millimeters, and vulcanie panel 1 is more micro- than two sides granite floor 4 raises 2 millimeters, has
Conducive to prevent ground minor amount of water directly from deformation joint face penetrate into；Between the two sides granite floor 4 and floor structure layer 11
Using 1: 1 cement mortar binder course 6, it is beneficial to prevent water and penetrates into deformation joint, zinc-plated cover plate 2 and floor structure out of structure sheaf
1: 1 cement mortar binder course 10 is used between layer 11, is conducive to the fixation of zinc-plated cover plate 2；1: 1 cement mortar combines
Layer 6 and 2 corner gap of zinc-plated cover plate are using waterproof construction glue 7, granite slab 4 and zinc-plated cover plate 2 and granite slab 4 and hard
Gap between 1 end of matter rubber panel uses waterproof construction glue 3, is beneficial to prevent water and seeps out of above-described gap
Enter deformation joint.
By the implementation of the above construction method, the on-deformable defect of panel load-bearing is not only improved, and largely
On reach and prevent the probability that leak common quality defect in deformation joint generates.
Finally, it should be noted that the foregoing is only a preferred embodiment of the present invention, it is not intended to restrict the invention,
Although the present invention is described in detail referring to the foregoing embodiments, for those skilled in the art, still may be used
To modify the technical solutions described in the foregoing embodiments or equivalent replacement of some of the technical features.
It is all within spirit of the invention with principle, made any modification, equivalent replacement, correction etc. should be included in of the invention
Within protection scope.
Claims (2)
1. a kind of method constructed for building, ground deformation slot, realizes the component and fitting or work that the construction method need to be completed mainly
Have: vulcanie panel (1), zinc-plated cover plate (2), waterproof construction glue (3), two sides granite floor (4), mezzanine floors (5), 1:
1 cement mortar binder course, waterproof construction glue (7), 1:1 cement mortar fill out groove (8), the stainless steel square tube (9) for including nailing, building
Face structure sheaf (11), Expansion Joint filler (12)；It is characterized by: being vulcanie panel (1) above deformation joint；Two sides granite
Floor (4) is more micro- than mezzanine floors (5) to raise 5 millimeters, and vulcanie panel (1) is more micro- than two sides granite floor (4) raises 2 millis
Rice；1:1 cement mortar binder course is used between two sides granite floor (4) and floor structure layer (11)；Zinc-plated cover plate (2) and building
1:1 cement mortar binder course is used between face structure sheaf (11)；1:1 cement mortar binder course and zinc-plated cover plate (2) corner, two
It adopts in gap between side granite floor (4) and zinc-plated cover plate (2) and granite floor (4) and vulcanie panel (1) end
It is filled with waterproof construction glue (3).
2. a kind of method constructed for building, ground deformation slot according to claim 1, it is characterised in that stainless steel square tube
(9) with a thickness of 1.0 millimeters or more, and brushing antirust paint.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710738329.1A CN107653991B (en) | 2017-08-11 | 2017-08-11 | A kind of building, ground deformation slot construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710738329.1A CN107653991B (en) | 2017-08-11 | 2017-08-11 | A kind of building, ground deformation slot construction method |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107653991A CN107653991A (en) | 2018-02-02 |
| CN107653991B true CN107653991B (en) | 2019-06-11 |
Family
ID=61128757
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710738329.1A Active CN107653991B (en) | 2017-08-11 | 2017-08-11 | A kind of building, ground deformation slot construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN107653991B (en) |
Families Citing this family (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108360696B (en) * | 2018-04-03 | 2023-06-27 | 苏州美瑞德建筑装饰有限公司 | Indoor deformation joint decoration installation structure of large public building |
| CN109024931A (en) * | 2018-07-24 | 2018-12-18 | 云南建投第三建设有限公司 | A kind of flooring expanssion joint construction process |
| CN115233841A (en) * | 2022-08-28 | 2022-10-25 | 中国建筑第七工程局有限公司 | Building deformation joint template reinforcing device and using method thereof |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH08128122A (en) * | 1994-11-01 | 1996-05-21 | Ohbayashi Corp | Joint gasket for building |
| CN104295009A (en) * | 2014-10-15 | 2015-01-21 | 苏州工业园区设计研究院股份有限公司 | Deformation joint structure of planted roof |
| CN104863274A (en) * | 2015-05-25 | 2015-08-26 | 苏州金螳螂建筑装饰股份有限公司 | Building expansion joint waterproof structure |
| CN204781377U (en) * | 2015-08-03 | 2015-11-18 | 东亚装饰股份有限公司 | Stone material ground dam structure |
| CN106968351A (en) * | 2017-06-02 | 2017-07-21 | 中国铁路设计集团有限公司 | A kind of construction and construction method for stone material flooring plane movement joint |
-
2017
- 2017-08-11 CN CN201710738329.1A patent/CN107653991B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH08128122A (en) * | 1994-11-01 | 1996-05-21 | Ohbayashi Corp | Joint gasket for building |
| CN104295009A (en) * | 2014-10-15 | 2015-01-21 | 苏州工业园区设计研究院股份有限公司 | Deformation joint structure of planted roof |
| CN104863274A (en) * | 2015-05-25 | 2015-08-26 | 苏州金螳螂建筑装饰股份有限公司 | Building expansion joint waterproof structure |
| CN204781377U (en) * | 2015-08-03 | 2015-11-18 | 东亚装饰股份有限公司 | Stone material ground dam structure |
| CN106968351A (en) * | 2017-06-02 | 2017-07-21 | 中国铁路设计集团有限公司 | A kind of construction and construction method for stone material flooring plane movement joint |
Also Published As
| Publication number | Publication date |
|---|---|
| CN107653991A (en) | 2018-02-02 |
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Effective date of registration: 20190610 Address after: 330096 Longjiang Garden 9-2-404 Mailbox, 555 Torch Sixth Road, Nanchang High-tech Zone, Jiangxi Province Co-patentee after: Jiangxi media Career Academy Patentee after: Zhan Huanhui Address before: Room 404, Unit 2, 9 Building, Longjiang Garden, 555 Torch Sixth Road, High-tech Development Zone, Nanchang City, Jiangxi Province (Qingshan Lake District) Patentee before: Zhan Huanhui |
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