CN106906917A - A kind of method for preventing rubber fastening band off normal - Google Patents
A kind of method for preventing rubber fastening band off normal Download PDFInfo
- Publication number
- CN106906917A CN106906917A CN201710110463.7A CN201710110463A CN106906917A CN 106906917 A CN106906917 A CN 106906917A CN 201710110463 A CN201710110463 A CN 201710110463A CN 106906917 A CN106906917 A CN 106906917A
- Authority
- CN
- China
- Prior art keywords
- fastening band
- rubber fastening
- fabric sheet
- steel fabric
- construction
- 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.)
- Pending
Links
- 238000000034 method Methods 0.000 title claims abstract description 25
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 32
- 239000010959 steel Substances 0.000 claims abstract description 32
- 238000010276 construction Methods 0.000 claims abstract description 30
- 239000004744 fabric Substances 0.000 claims abstract description 27
- 230000002787 reinforcement Effects 0.000 claims abstract description 21
- 238000005266 casting Methods 0.000 claims abstract description 8
- 238000009434 installation Methods 0.000 claims description 13
- 210000003205 muscle Anatomy 0.000 claims description 5
- 238000007689 inspection Methods 0.000 claims description 3
- 238000004519 manufacturing process Methods 0.000 claims description 3
- 238000011900 installation process Methods 0.000 claims description 2
- 238000003466 welding Methods 0.000 claims 1
- 239000000463 material Substances 0.000 abstract description 3
- 238000004140 cleaning Methods 0.000 abstract description 2
- 230000006378 damage Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 238000006124 Pilkington process Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 150000001875 compounds Chemical class 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000007667 floating Methods 0.000 description 1
- 210000003739 neck Anatomy 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 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
-
- 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
- E04B1/6806—Waterstops
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
The invention discloses a kind of method for preventing rubber fastening band off normal, including following construction procedure：Colligation reinforcement, installs first steel fabric sheet, installs rubber fastening band, installs second steel fabric sheet, installs rubber fastening band fixing device, colligation surfacing steel bar, casting concrete, construction joint cleaning, finished product protection.It is an advantage of the invention that：Working procedure is simple, convenient material drawing, while the problems such as preventing plate bottom from honeycomb, pitted skin occur, efficiency of construction can be significantly improved while ensuring that Quality of Pouring Concrete Construction meets national regulation and design requirement.
Description
Technical field
The present invention relates to a kind of construction techniques, in particular, it is related to a kind of prevent rubber fastening band off normal
Method.
Background technology
With the high speed development of building trade, buried rubber fastening band waterproof technique reaches its maturity in now using.But wherein
Still suffer from some common quality defects, Lightweight core mould On The Floating and core bottom coagulation that the buoyancy that such as concreting is produced causes
Soil vibrate the unreal plate bottom honeycomb for causing, pitted skin, leakage muscle the problems such as.Existing compound superstructure core anti-float method complex procedures and difficulty
It is control effectively with to above mentioned problem, construction quality and efficiency of construction are relatively low.
The content of the invention
In view of the shortcomings of the prior art, and provide one kind prevents post-cast strip or construction joint in concreting process to the present invention
The one kind for the problems such as middle rubber fastening band deformation, displacement cause cast-in-place structural plate bottom honeycomb, pitted skin occur prevents rubber fastening band
The method of off normal.Working procedure is simple, convenient material drawing, while the problems such as preventing plate bottom from honeycomb, pitted skin occur, ensure it is cast-in-place
Concrete construction quality can significantly improve efficiency of construction one kind while meeting national regulation and design requirement prevents rubber from stopping
Method of the water with off normal.
A kind of method for preventing rubber fastening band off normal of the invention, including following construction procedure：
After step one, form bracing system are qualified by inspection, start the construction of reinforced bar engineering；First plate bottom is completed by design requirement
The colligation work of bar-mat reinforcement；
Step 2, after after reinforcement net installation, contact surface is installed in construction joint or post-cast strip position first steel is installed
Silk netting, prevents spillage phenomenon occur in concreting process, and the width of first steel fabric sheet is that thickness of slab subtracts reinforcing bar guarantor
Covering thickness subtracts bar diameter again divided by two；
Rubber fastening band is subsequently mounted after step 3, first steel fabric sheet installation, rubber fastening band is in installation process
Note the treatment of joint area and fix temporarily；After rubber fastening band is temporarily fixed, second steel wire is installed, by first
Road steel fabric sheet, second steel fabric sheet twice steel fabric sheet control rubber fastening band band are installed between two parties；
Step 4, after start after second steel fabric sheet installation install rubber fastening band anti-deviation device, rubber fastening band
Anti-deviation device is welded or colligation with reinforcement, the destruction caused during the reinforcement installation of plate top is prevented, while anti-deflection device
The effect of stirrup is played, effectively the spacing between control reinforced mesh；
Step 5, after after rubber fastening band anti-deviation device fixation, the erector of plate face bar-mat reinforcement is completed by design requirement
Make；
Step 6, after acceptance of concealed work is qualified, start casting concrete, in casting process, vibrating head need to be inserted concrete
Enter issuing for rubber fastening band, prevent leakage is shaken phenomenon, the quality problems such as honeycomb, pitted skin, leakage muscle easily occur；
After the completion of step 7, concreting, safety warning-panel is set in post-cast strip or construction joint position, treats that concrete strength reaches
Security protection is carried out to post-cast strip position in time after to 2.5Mpa；Post-cast strip or construction joint are needed to concrete surface before pouring
Carry out treatment base treatment.
The rubber fastening band anti-deviation device selects a diameter of 6 reinforcement fabrication.
The beneficial effects of the invention are as follows：1st, can effectively prevent cast-in-place waterstop from deforming causing, base plate honeycomb, pitted skin and leakage
The problems such as muscle, improve efficiency of construction, it is ensured that cast-in-place concrete structure construction quality meets relevant specification of country and design requirement；2、
Working procedure is simple, convenient material drawing, while the problems such as preventing plate bottom from honeycomb, pitted skin occur, is ensuring cast-in-place concrete construction
Quality can significantly improve efficiency of construction while meeting national regulation and design requirement.
Brief description of the drawings
Fig. 1 is structural representation of the invention；
In figure：Reinforcement net 1-1, first steel fabric sheet 1-2, second steel fabric sheet 1-3, the anti-offset dress of rubber fastening band
Put 1-4, plate face bar-mat reinforcement 1-5, rubber fastening band 1-6.
Specific embodiment
Below by specific embodiment, technical scheme is described in further detail, but the present invention is simultaneously
It is not limited to embodiment.
As shown in the figure；Working procedure：Colligation reinforcement, installs first steel fabric sheet, installs rubber fastening band, installs
Second steel fabric sheet, installs rubber fastening band fixing device, colligation surfacing steel bar, casting concrete, construction joint cleaning, finished product
Protection.
A kind of method for preventing rubber fastening band off normal of the invention, including following construction procedure：
After step one, form bracing system are qualified by inspection, start the construction of reinforced bar engineering；First plate bottom is completed by design requirement
The colligation work of bar-mat reinforcement 1-1；
Step 2, after after reinforcement net 1-1 installations, contact surface is installed in construction joint or post-cast strip position and is installed first
Steel fabric sheet 1-2, prevents spillage phenomenon occur in concreting process, and the width of first steel fabric sheet 1-2 is that thickness of slab subtracts
Thickness of protection tier is gone to subtract bar diameter again divided by two；
Rubber fastening band 1-6 is subsequently mounted after step 3, first steel fabric sheet 1-2 installation, rubber fastening band 1-6 is in peace
The treatment of joint area is noted during dress and is fixed temporarily；After rubber fastening band 1-6 is temporarily fixed, second steel wire is installed
Mesh sheet 1-3, rubber fastening band 1-6 is controlled by first steel fabric sheet 1-2, second steel fabric sheet 1-3 twice steel fabric sheet
Band installation placed in the middle；
Step 4, after start after second steel fabric sheet 1-3 installations install rubber fastening band anti-deviation device 1-4, rubber
Waterstop anti-deviation device 1-4 is welded or colligation with reinforcement, prevents the destruction caused during the reinforcement installation of plate top, while
Anti-deflection device plays the effect of stirrup, effectively the spacing between control reinforced mesh；
Step 5, after after rubber fastening band anti-deviation device 1-4 fixations, complete plate face bar-mat reinforcement 1-5's by design requirement
Installment work；
Step 6, after acceptance of concealed work is qualified, start casting concrete, in casting process, vibrating head need to be inserted concrete
Enter issuing for rubber fastening band 1-6, prevent leakage is shaken phenomenon, the quality problems such as honeycomb, pitted skin, leakage muscle easily occur；
After the completion of step 7, concreting, safety warning-panel is set in post-cast strip or construction joint position, treats that concrete strength reaches
Security protection is carried out to post-cast strip position in time after to 2.5Mpa；Post-cast strip or construction joint are needed to concrete surface before pouring
Carry out treatment base treatment.
The rubber fastening band anti-deviation device 1-4 selects a diameter of 6 reinforcement fabrication.
Embodiments of the invention are the foregoing is only, the scope of the claims of the invention is not thereby limited, it is every to utilize this hair
Equivalent structure or equivalent flow conversion that bright description is made, or directly or indirectly it is used in other related technology necks
Domain, is included within the scope of the present invention.
Claims (2)
1. a kind of method for preventing rubber fastening band off normal, it is characterised in that including following construction procedure：
After step one, form bracing system are qualified by inspection, start the construction of reinforced bar engineering；First plate bottom is completed by design requirement
Bar-mat reinforcement（1-1）Colligation work；
Step 2, treat reinforcement net（1-1）After installation, contact surface is installed in construction joint or post-cast strip position and installs first
Road steel fabric sheet（1-2）, prevent spillage phenomenon, first steel fabric sheet occur in concreting process（1-2）Width be,
Thickness of slab subtracts thickness of protection tier and subtracts bar diameter again divided by two；
Step 3, first steel fabric sheet（1-2）Rubber fastening band is subsequently mounted after installation（1-6）, rubber fastening band（1-
6）The treatment of joint area is noted in installation process and is fixed temporarily；Rubber fastening band（1-6）After interim fixed, the is installed
Two road steel fabric sheets（1-3）, by first steel fabric sheet（1-2）, second steel fabric sheet（1-3）Twice steel fabric sheet is controlled
Rubber fastening band（1-6）Band installation placed in the middle；
Step 4, treat second steel fabric sheet（1-3）Start that rubber fastening band anti-deviation device is installed after installation（1-4）,
Rubber fastening band anti-deviation device（1-4）With reinforcement welding or colligation；
Step 5, treat rubber fastening band anti-deviation device（1-4）After fixation, plate face bar-mat reinforcement is completed by design requirement（1-
5）Installment work；
Step 6, after acceptance of concealed work is qualified, start casting concrete, in casting process, vibrating head need to be inserted concrete
Enter rubber fastening band（1-6）Issue, prevent leakage is shaken phenomenon, easily there are honeycomb, pitted skin, the leakage quality problems such as muscle；
After the completion of step 7, concreting, safety warning-panel is set in post-cast strip or construction joint position, treats that concrete strength reaches
Security protection is carried out to post-cast strip position in time after to 2.5Mpa；Post-cast strip or construction joint are needed to concrete surface before pouring
Carry out treatment base treatment.
2. a kind of method for preventing rubber fastening band off normal according to claim 1, it is characterised in that the rubber water-proof
Band anti-deviation device（1-4）From a diameter of 6 reinforcement fabrication.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710110463.7A CN106906917A (en) | 2017-02-28 | 2017-02-28 | A kind of method for preventing rubber fastening band off normal |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710110463.7A CN106906917A (en) | 2017-02-28 | 2017-02-28 | A kind of method for preventing rubber fastening band off normal |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106906917A true CN106906917A (en) | 2017-06-30 |
Family
ID=59208408
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710110463.7A Pending CN106906917A (en) | 2017-02-28 | 2017-02-28 | A kind of method for preventing rubber fastening band off normal |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106906917A (en) |
Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4041665A (en) * | 1975-11-22 | 1977-08-16 | Vredestein N.V. | Injection sealable waterstop and method of installing same |
| CN202595763U (en) * | 2012-04-27 | 2012-12-12 | 常州第一建筑集团有限公司 | Basement foundation slab with advanced waterproof post-cast strip structure |
| CN203669119U (en) * | 2013-11-25 | 2014-06-25 | 凌达 | Novel building deformation joint water stop strip fixing device |
| CN204282551U (en) * | 2014-12-04 | 2015-04-22 | 中冶天工集团有限公司 | A kind of rubber fastening band installation and positioning structure |
-
2017
- 2017-02-28 CN CN201710110463.7A patent/CN106906917A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US4041665A (en) * | 1975-11-22 | 1977-08-16 | Vredestein N.V. | Injection sealable waterstop and method of installing same |
| CN202595763U (en) * | 2012-04-27 | 2012-12-12 | 常州第一建筑集团有限公司 | Basement foundation slab with advanced waterproof post-cast strip structure |
| CN203669119U (en) * | 2013-11-25 | 2014-06-25 | 凌达 | Novel building deformation joint water stop strip fixing device |
| CN204282551U (en) * | 2014-12-04 | 2015-04-22 | 中冶天工集团有限公司 | A kind of rubber fastening band installation and positioning structure |
Non-Patent Citations (2)
| Title |
|---|
| 王凤宝: "《防水工》", 31 August 2016 * |
| 黄守刚: "《铁路桥涵工程施工安全与案例分析》", 31 July 2011 * |
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|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20170630 |
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| WD01 | Invention patent application deemed withdrawn after publication |