CN104480828A - Water-permeable concrete expansion joint structure and construction method thereof - Google Patents
Water-permeable concrete expansion joint structure and construction method thereof Download PDFInfo
- Publication number
- CN104480828A CN104480828A CN201410680049.6A CN201410680049A CN104480828A CN 104480828 A CN104480828 A CN 104480828A CN 201410680049 A CN201410680049 A CN 201410680049A CN 104480828 A CN104480828 A CN 104480828A
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- Prior art keywords
- permeable terrace
- packing
- permeable
- water
- terrace
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C11/00—Details of pavings
- E01C11/02—Arrangement or construction of joints; Methods of making joints; Packing for joints
- E01C11/04—Arrangement or construction of joints; Methods of making joints; Packing for joints for cement concrete paving
- E01C11/10—Packing of plastic or elastic materials, e.g. wood, resin
- E01C11/106—Joints with only prefabricated packing; Packings therefor
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B32—LAYERED PRODUCTS
- B32B—LAYERED PRODUCTS, i.e. PRODUCTS BUILT-UP OF STRATA OF FLAT OR NON-FLAT, e.g. CELLULAR OR HONEYCOMB, FORM
- B32B15/00—Layered products comprising a layer of metal
- B32B15/04—Layered products comprising a layer of metal comprising metal as the main or only constituent of a layer, which is next to another layer of the same or of a different material
- B32B15/08—Layered products comprising a layer of metal comprising metal as the main or only constituent of a layer, which is next to another layer of the same or of a different material of synthetic resin
- B32B15/085—Layered products comprising a layer of metal comprising metal as the main or only constituent of a layer, which is next to another layer of the same or of a different material of synthetic resin comprising polyolefins
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B32—LAYERED PRODUCTS
- B32B—LAYERED PRODUCTS, i.e. PRODUCTS BUILT-UP OF STRATA OF FLAT OR NON-FLAT, e.g. CELLULAR OR HONEYCOMB, FORM
- B32B15/00—Layered products comprising a layer of metal
- B32B15/20—Layered products comprising a layer of metal comprising aluminium or copper
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B32—LAYERED PRODUCTS
- B32B—LAYERED PRODUCTS, i.e. PRODUCTS BUILT-UP OF STRATA OF FLAT OR NON-FLAT, e.g. CELLULAR OR HONEYCOMB, FORM
- B32B7/00—Layered products characterised by the relation between layers; Layered products characterised by the relative orientation of features between layers, or by the relative values of a measurable parameter between layers, i.e. products comprising layers having different physical, chemical or physicochemical properties; Layered products characterised by the interconnection of layers
- B32B7/04—Interconnection of layers
- B32B7/12—Interconnection of layers using interposed adhesives or interposed materials with bonding properties
-
- C—CHEMISTRY; METALLURGY
- C08—ORGANIC MACROMOLECULAR COMPOUNDS; THEIR PREPARATION OR CHEMICAL WORKING-UP; COMPOSITIONS BASED THEREON
- C08L—COMPOSITIONS OF MACROMOLECULAR COMPOUNDS
- C08L23/00—Compositions of homopolymers or copolymers of unsaturated aliphatic hydrocarbons having only one carbon-to-carbon double bond; Compositions of derivatives of such polymers
- C08L23/02—Compositions of homopolymers or copolymers of unsaturated aliphatic hydrocarbons having only one carbon-to-carbon double bond; Compositions of derivatives of such polymers not modified by chemical after-treatment
- C08L23/04—Homopolymers or copolymers of ethene
- C08L23/06—Polyethene
-
- C—CHEMISTRY; METALLURGY
- C09—DYES; PAINTS; POLISHES; NATURAL RESINS; ADHESIVES; COMPOSITIONS NOT OTHERWISE PROVIDED FOR; APPLICATIONS OF MATERIALS NOT OTHERWISE PROVIDED FOR
- C09D—COATING COMPOSITIONS, e.g. PAINTS, VARNISHES OR LACQUERS; FILLING PASTES; CHEMICAL PAINT OR INK REMOVERS; INKS; CORRECTING FLUIDS; WOODSTAINS; PASTES OR SOLIDS FOR COLOURING OR PRINTING; USE OF MATERIALS THEREFOR
- C09D129/00—Coating compositions based on homopolymers or copolymers of compounds having one or more unsaturated aliphatic radicals, each having only one carbon-to-carbon double bond, and at least one being terminated by an alcohol, ether, aldehydo, ketonic, acetal, or ketal radical; Coating compositions based on hydrolysed polymers of esters of unsaturated alcohols with saturated carboxylic acids; Coating compositions based on derivatives of such polymers
- C09D129/02—Homopolymers or copolymers of unsaturated alcohols
- C09D129/04—Polyvinyl alcohol; Partially hydrolysed homopolymers or copolymers of esters of unsaturated alcohols with saturated carboxylic acids
-
- C—CHEMISTRY; METALLURGY
- C09—DYES; PAINTS; POLISHES; NATURAL RESINS; ADHESIVES; COMPOSITIONS NOT OTHERWISE PROVIDED FOR; APPLICATIONS OF MATERIALS NOT OTHERWISE PROVIDED FOR
- C09D—COATING COMPOSITIONS, e.g. PAINTS, VARNISHES OR LACQUERS; FILLING PASTES; CHEMICAL PAINT OR INK REMOVERS; INKS; CORRECTING FLUIDS; WOODSTAINS; PASTES OR SOLIDS FOR COLOURING OR PRINTING; USE OF MATERIALS THEREFOR
- C09D7/00—Features of coating compositions, not provided for in group C09D5/00; Processes for incorporating ingredients in coating compositions
- C09D7/40—Additives
- C09D7/60—Additives non-macromolecular
- C09D7/61—Additives non-macromolecular inorganic
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C11/00—Details of pavings
- E01C11/02—Arrangement or construction of joints; Methods of making joints; Packing for joints
- E01C11/04—Arrangement or construction of joints; Methods of making joints; Packing for joints for cement concrete paving
- E01C11/12—Packing of metal and plastic or elastic materials
- E01C11/126—Joints with only metal and prefabricated packing or filling
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B32—LAYERED PRODUCTS
- B32B—LAYERED PRODUCTS, i.e. PRODUCTS BUILT-UP OF STRATA OF FLAT OR NON-FLAT, e.g. CELLULAR OR HONEYCOMB, FORM
- B32B2419/00—Buildings or parts thereof
- B32B2419/04—Tiles for floors or walls
Landscapes
- Chemical & Material Sciences (AREA)
- Engineering & Computer Science (AREA)
- Organic Chemistry (AREA)
- Materials Engineering (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Architecture (AREA)
- Wood Science & Technology (AREA)
- Life Sciences & Earth Sciences (AREA)
- Medicinal Chemistry (AREA)
- Inorganic Chemistry (AREA)
- Polymers & Plastics (AREA)
- Health & Medical Sciences (AREA)
- Chemical Kinetics & Catalysis (AREA)
- Building Environments (AREA)
Abstract
The invention relates to a water-permeable concrete expansion joint structure and a construction method of the structure. The construction method comprises the following steps: when pouring water-permeable concrete, pre-calculating reserved length and width of an expansion joint; when pouring the water-permeable concrete to a reserved position of the expansion joint, inserting a prefabricated filling strip in the earth surface along the edge of the water-permeable concrete till the upper surface of the filling strip and the upper surface of the water-permeable concrete are at a same horizontal plane and the filling strip and the water-permeable concrete are integrated into a whole body; after fixing the filling strip, continuously pouring the water-permeable concrete from the other side of the filling strip to another reserved position of the expansion joint; and repeating the procedure till the pouring of the whole water-permeable concrete is completed. According to the water-permeable concrete expansion joint structure and the construction method of the structure, dirt is avoided and the water-permeable concrete keeps a whole body with a good appearance.
Description
Technical field
The present invention relates to permeable expanded joint structure and construction method thereof.
Background technology
Permeable terrace is also referred to as ecological permeable terrace, pervious concrete, non-fine concrete etc., is to adopt aggregate rubble, and cementitious matter, additive, cement, water etc., through uniform stirring, pave into road surface.There is the intensity higher than conventional concrete and durability, works mechanical property, using function and the requirement of service life can be met; There is the harmony with natural environment, alleviate the load to the earth and ecological environment, realize non-renewable type resource recyclability and use; Have good using function, can construct gentleness, comfortable, living environment easily for the mankind, as a kind of new environment-friendly type, ecotypic pavement material, permeable terrace receives the concern of people's particularly industry day by day.
Traditional permeable terrace shrinkage joint process is the same with ordinary concrete terrace, is all after having built, and according to certain length and width scope cutting shrinkage joint, but easily shelter evil people and countenance evil practices and affect attractive in appearance in such inside, shrinkage joint.
Summary of the invention
The object of the present invention is to provide a kind of permeable expanded joint structure and construction method thereof, the method both can not be sheltered evil people and countenance evil practices, and permeable terrace also can be allowed to keep overall, and effect is attractive in appearance.
For achieving the above object, the present invention adopts following technical scheme:
A kind of permeable terrace expanded joint structure, comprise a shrinkage joint, both sides, described shrinkage joint are equipped with a permeable terrace respectively, and inside, described shrinkage joint is provided with a packing; The lower end of described packing is provided with one most advanced and sophisticated, for inserting earth's surface on the downside of permeable terrace with fixing described packing.
Described packing both sides are smooth straight line.
Described packing both sides have jagged structure.
Described packing upper surface and described permeable terrace upper surface are in same level.
Permeable terrace expanded joint structure construction method, comprise the following steps: when building permeable terrace, the length and width that shrinkage joint computed in advance is reserved, when building permeable terrace to the present position, shrinkage joint of reserving in advance, by the packing that processes the before insertion earth's surface, edge along permeable terrace, until packing upper surface and permeable terrace upper surface are in same level, both are made to become as a whole, continue after fixing packing to build the position of permeable terrace to another reserved shrinkage joint at the opposite side of packing, repeat said process and complete building of whole permeable terrace.
Described packing is aluminium-plastic panel or plastic strip.
Described plastic strip component and mass percent are: vinyon 82.3%-90.6%, dilauryl thiodipropionate 1.5-2.3%, brominated Polystyrene 8.5-9.6%, coupling agent 0.5-1.5%, stabilizing agent 0.5-1%, and each constituent mass percentage meets 100%.
Described aluminium-plastic panel is waterproof aluminium-plastic panel, comprise central layer, upper rustproof aluminium sheet, lower rustproof aluminium sheet and adhesive, described upper and lower rustproof aluminium sheet is positioned at the both sides of central layer and is fixedly connected with by adhesive, described central layer is vinyon central layer, and described upper and lower rustproof aluminium sheet surface scribbles one deck water-repellent paint; The composition of described water-repellent paint is by ratio of weight and the number of copies: polyvinyl alcohol emulsions 23-25 part, antimony oxide 4-6 part, quicklime 25-30 part, paraffin 3-4 part, adhesion agent 10-12 part, stabilizing agent 2-5 part.
The invention has the advantages that:
1, the construction method that the present invention adopts be the order of " build terrace-fix packing-build terrace ", the process of installing packing after building complete terrace traditionally is again compared, avoid the problem that reserved shrinkage joint is excessive or too small, make between packing and permeable terrace agree with more perfect.
2, present invention, avoiding the problem of dirt deposits in shrinkage joint, cleaning is got up convenient.
3, packing of the present invention and permeable terrace are in same level, and both claim as a whole, make appearance take a fancy to more attractive in appearance.
4, there is a most advanced and sophisticated insertion earth's surface packing lower end used herein, makes its structure more firm.
Accompanying drawing explanation
Fig. 1 is permeable terrace expanded joint structure generalized section.
The permeable terrace expanded joint structure top view of Fig. 2 to be packing both sides be smooth linear.
Fig. 3 is the permeable terrace expanded joint structure top view that packing both sides have laciniation.
Fig. 4 is that packing implements schematic perspective view.
Fig. 5 is that packing implements schematic perspective view.
In figure: 2-permeable terrace, 3-packing, 4-earth's surface, 1-shrinkage joint.
Detailed description of the invention
embodiment 1
Please refer to Fig. 1, the present embodiment provides a kind of permeable terrace expanded joint structure, it is characterized in that: comprise a shrinkage joint 1, and both sides, described shrinkage joint 1 are equipped with a permeable terrace 2 respectively, and inside, described shrinkage joint 1 is provided with a packing 3.
Please refer to Fig. 2 and Fig. 4, described packing 3 both sides are smooth straight line.
Please refer to Fig. 3 and Fig. 5, described packing 3 both sides have jagged structure.
Please refer to Fig. 1, Fig. 4-5, the lower end of described packing 3 is provided with one most advanced and sophisticated, for inserting earth's surface 4 on the downside of permeable terrace 2 with fixing described packing 3.
Please refer to Fig. 1 and Fig. 2, described packing 3 upper surface and described permeable terrace 2 upper surface are in same level.
embodiment 2
When building permeable terrace, the length and width that shrinkage joint computed in advance is reserved, when building permeable terrace to the present position, shrinkage joint of reserving in advance, by the aluminium-plastic panel that processes the before insertion earth's surface, edge along permeable terrace, until aluminium-plastic panel upper surface and permeable terrace upper surface are in same level, both are made to become as a whole, continue after fixing aluminium-plastic panel to build the position of permeable terrace to another reserved shrinkage joint at the opposite side of packing, repeat said process and complete building of whole permeable terrace.
Described aluminium-plastic panel is waterproof aluminium-plastic panel, comprise central layer, upper rustproof aluminium sheet, lower rustproof aluminium sheet and adhesive, described upper and lower rustproof aluminium sheet is positioned at the both sides of central layer and is fixedly connected with by adhesive, described central layer is vinyon central layer, and described upper and lower rustproof aluminium sheet surface scribbles one deck water-repellent paint; The composition of described water-repellent paint is by ratio of weight and the number of copies: polyvinyl alcohol emulsions 24 parts, antimony oxide 5 parts, quicklime 27 parts, 3 parts, paraffin, adhesion agent 11 parts, stabilizing agent 3 parts.
embodiment 3
Permeable terrace expanded joint structure construction method, comprise the following steps: when building permeable terrace, the length and width that shrinkage joint computed in advance is reserved, when building permeable terrace to the present position, shrinkage joint of reserving in advance, by the plastic strip that processes the before insertion earth's surface, edge along permeable terrace, until plastic strip upper surface and permeable terrace upper surface are in same level, both are made to become as a whole, continue after fixing plastic strip to build the position of permeable terrace to another reserved shrinkage joint at the opposite side of packing, repeat said process and complete building of whole permeable terrace.
Described plastic strip formula is: vinyon 87%, dilauryl thiodipropionate 1.9%, brominated Polystyrene 9.1%, coupling agent 1.5%, stabilizing agent 0.5%.
The construction method that the present invention adopts be the order of " build terrace-fix packing-build terrace ", the process of installing packing after building complete terrace traditionally is again compared, avoid the problem that reserved shrinkage joint is excessive or too small, make between packing and permeable terrace agree with more perfect.Avoid the problem of dirt deposits in shrinkage joint, cleaning is got up convenient.
The foregoing is only preferred embodiment of the present invention, all equalizations done according to the present patent application the scope of the claims change and modify, and all should belong to covering scope of the present invention.
Claims (8)
1. a permeable terrace expanded joint structure, is characterized in that: comprise a shrinkage joint, and both sides, described shrinkage joint are equipped with a permeable terrace respectively, and inside, described shrinkage joint is provided with a packing; The lower end of described packing is provided with one most advanced and sophisticated, for inserting earth's surface on the downside of permeable terrace with fixing described packing.
2. permeable terrace expanded joint structure according to claim 1, is characterized in that: described packing both sides are smooth straight line.
3. permeable terrace expanded joint structure according to claim 1, is characterized in that: described packing both sides have jagged structure.
4. permeable terrace expanded joint structure according to claim 1, is characterized in that: described packing upper surface and described permeable terrace upper surface are in same level.
5. a permeable terrace expanded joint structure construction method as claimed in claim 1, it is characterized in that: described construction method comprises the following steps: when building permeable terrace, the length and width that shrinkage joint computed in advance is reserved, when building permeable terrace to the present position, shrinkage joint of reserving in advance, by the packing that processes the before insertion earth's surface, edge along permeable terrace, until packing upper surface and permeable terrace upper surface are in same level, both are made to become as a whole, continue after fixing packing to build the position of permeable terrace to another reserved shrinkage joint at the opposite side of packing, repeat said process and complete building of whole permeable terrace.
6. permeable terrace expanded joint structure construction method according to claim 5, is characterized in that: described packing is aluminium-plastic panel or plastic strip.
7. permeable terrace expanded joint structure construction method according to claim 6, is characterized in that: described plastic strip component and mass percent are: vinyon 82.3%-90.6%, dilauryl thiodipropionate 1.5-2.3%, brominated Polystyrene 8.5-9.6%, coupling agent 0.5-1.5%, stabilizing agent 0.5-1%.
8. permeable terrace expanded joint structure construction method according to claim 6, it is characterized in that: described aluminium-plastic panel is waterproof aluminium-plastic panel, comprise central layer, upper rustproof aluminium sheet, lower rustproof aluminium sheet and adhesive, described upper and lower rustproof aluminium sheet is positioned at the both sides of central layer and is fixedly connected with by adhesive, described central layer is vinyon central layer, and described upper and lower rustproof aluminium sheet surface scribbles one deck water-repellent paint; The composition of described water-repellent paint is by ratio of weight and the number of copies: polyvinyl alcohol emulsions 23-25 part, antimony oxide 4-6 part, quicklime 25-30 part, paraffin 3-4 part, adhesion agent 10-12 part, stabilizing agent 2-5 part.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410680049.6A CN104480828B (en) | 2014-11-25 | 2014-11-25 | Permeable terrace expanded joint structure and construction method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201410680049.6A CN104480828B (en) | 2014-11-25 | 2014-11-25 | Permeable terrace expanded joint structure and construction method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN104480828A true CN104480828A (en) | 2015-04-01 |
| CN104480828B CN104480828B (en) | 2016-09-07 |
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| CN201410680049.6A Active CN104480828B (en) | 2014-11-25 | 2014-11-25 | Permeable terrace expanded joint structure and construction method thereof |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108868065A (en) * | 2018-06-20 | 2018-11-23 | 中国建筑第七工程局有限公司 | Equipment, method is stayed in a kind of construction of concrete floor expansion joint |
| CN109281379A (en) * | 2018-11-10 | 2019-01-29 | 温州市龙湾大地绿化有限公司 | A kind of municipal administration blow-off line laying construction method |
Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2629845A1 (en) * | 1988-04-12 | 1989-10-13 | Couvraneuf | Dividing joints for concrete floors |
| EP1945870A1 (en) * | 2005-11-11 | 2008-07-23 | Danley Construction Products Pty Ltd. | Gap filling system |
| AU2006313013B2 (en) * | 2005-11-11 | 2008-11-06 | Underwood Companies Holdings Pty Ltd | Gap filling system |
| CN201502019U (en) * | 2009-09-23 | 2010-06-09 | 北京中景橙石建筑科技有限公司 | Permeable ground structure |
| CN203144968U (en) * | 2013-03-09 | 2013-08-21 | 夏克升 | Concrete slab expansion joint |
-
2014
- 2014-11-25 CN CN201410680049.6A patent/CN104480828B/en active Active
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| FR2629845A1 (en) * | 1988-04-12 | 1989-10-13 | Couvraneuf | Dividing joints for concrete floors |
| EP1945870A1 (en) * | 2005-11-11 | 2008-07-23 | Danley Construction Products Pty Ltd. | Gap filling system |
| AU2006313013B2 (en) * | 2005-11-11 | 2008-11-06 | Underwood Companies Holdings Pty Ltd | Gap filling system |
| CN201502019U (en) * | 2009-09-23 | 2010-06-09 | 北京中景橙石建筑科技有限公司 | Permeable ground structure |
| CN203144968U (en) * | 2013-03-09 | 2013-08-21 | 夏克升 | Concrete slab expansion joint |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108868065A (en) * | 2018-06-20 | 2018-11-23 | 中国建筑第七工程局有限公司 | Equipment, method is stayed in a kind of construction of concrete floor expansion joint |
| CN109281379A (en) * | 2018-11-10 | 2019-01-29 | 温州市龙湾大地绿化有限公司 | A kind of municipal administration blow-off line laying construction method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN104480828B (en) | 2016-09-07 |
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Effective date of registration: 20191106 Address after: 314100 room 427, No.16 Fuxing Avenue, Xitang Town, Jiashan County, Jiaxing City, Zhejiang Province Patentee after: Zhejiang Xitang Industry Co., Ltd Address before: Fuqing City, Fuzhou City, Fujian Province, Yang Dang street 350300 No. 2 bucket Patentee before: Fuzhou Royal Floor Co., Ltd. |
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