CN108952191A - A kind of vertical apparatus for concrete member curing device and maintenance process - Google Patents
A kind of vertical apparatus for concrete member curing device and maintenance process Download PDFInfo
- Publication number
- CN108952191A CN108952191A CN201810734369.3A CN201810734369A CN108952191A CN 108952191 A CN108952191 A CN 108952191A CN 201810734369 A CN201810734369 A CN 201810734369A CN 108952191 A CN108952191 A CN 108952191A
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- water
- column
- concrete
- pipe
- shear wall
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/24—Safety or protective measures preventing damage to building parts or finishing work during construction
- E04G21/246—Safety or protective measures preventing damage to building parts or finishing work during construction specially adapted for curing concrete in situ, e.g. by covering it with protective sheets
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Mechanical Engineering (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 vertical apparatus for concrete member curing device and maintenance processes, as the device of the invention, comprising: supply and drain water system, shear wall spray assemblies, column spray assemblies；As method of the invention, comprising: carry out curing in the mold to concrete shear force wall and concrete column using vertical apparatus for concrete member curing device, mould is gone to conserve.The combination of the vertical apparatus for concrete member curing device of the present invention and vertical apparatus for concrete member curing method, vertical concrete component can effectively be conserved, it avoids concrete component from cracking, improves the intensity of concrete component, saved water resource and human resources.
Description
Technical field
The invention belongs to building engineering field more particularly to a kind of vertical apparatus for concrete member curing device and maintenance processes.
Background technique
Most of skyscraper uses concrete frame and shear wall structure, and this concrete vertical member is in its coagulation
The maintenance for needing to carry out a period of time before soil solidification needs to remain that in maintenance processes, concrete is wet, usually to mixed
The maintenance of solidifying soil component mostly uses greatly covering gunnysack or plastic film, then carries out the mode of artificial water drenching and carry out, but this method
The maintenance of concrete vertical structure is had the following disadvantages, first is that water drenching is unevenly not in time, especially high-grade concrete,
Water drenching unevenly easily causes concrete cracking and low strength not in time；Second is that tap water is mostly used greatly, waste water resource；
Third is that large labor intensity, labor intensive resource.
Summary of the invention
To solve the above problems, the present invention proposes a kind of vertical apparatus for concrete member curing device and maintenance side
Method, the combination of the apparatus and method can effectively conserve vertical concrete component, and concrete component generation is avoided to split
Line improves the intensity of concrete component, has saved water resource and human resources.
To achieve the goals above, as the device of the invention, comprising:
Supply and drain water system, shear wall spray assemblies, column spray assemblies；
The supply and drain water system includes the reservoir positioned at building body bottom, is connected to the drinking-water pipe of reservoir, connection is drawn water
The water pump of pipe is connected to the water-supply-pipe of water pump, is connected to the drainpipe of building body floor drain, and the other end of the drainpipe is connected to reservoir,
It is connected to the feed pipe of reservoir, which is connected to catch basin, the time switch being mounted on building body wall, the time switch
It connects to power supply, which is electrically connected pump power input terminal；The shear wall spray assemblies include shear wall spray tube,
The both ends of shear wall spray tube are separately connected plug, and the middle part connection shear wall of shear wall spray tube sprays water inlet pipe, close to cut
The lower edge of power wall spray tube is uniformly distributed several hole for water sprayings along its length；
The column spray assemblies include column spray tube, by square pipe fitting between every adjacent columns spray tube two-by-two
Connection forms rectangle spraying box, and the inner edge close to rectangle spraying box is uniformly distributed several hole for water sprayings, in any column spray tube
Portion is connected to column and sprays water inlet pipe.
The drinking-water pipe, water-supply-pipe, drainpipe, feed pipe, shear wall spray tube, shear wall spray water inlet pipe, column spray
Shower pipe, column spray water inlet pipe are pvc pipe, and the plug, square pipe fitting are made of PVC material.
As method of the invention, comprising the following steps:
A. curing in the mold carries out for 10 to 12 hours after the completion of concrete shear force wall, concrete column pour；
B., a pair of of shear wall spray assemblies are respectively disposed on to the top of concrete shear force wall two sides, spray shear wall
The length direction of pipe and the width direction of concrete shear force wall are consistent, and shear wall sprays water inlet pipe and accesses water-supply-pipe, make shear wall
The water column that spray tube sprays falls in the top of concrete shear force wall two sides；Column spray assemblies are nested in the upper of concrete column
Side, column spray water inlet pipe and access water-supply-pipe, and the water column for spraying column spray tube falls in the top of four sides of column；
C. each water spraying time is about 1 hour, and each interval time is about 5 hours；
D. curing in the mold is 2 to 4 days；
E. mould is gone to conserve, the component template of dismantling concrete shear wall, concrete column coats concrete shear with gunnysack
Wall, concrete column, in the outer surface coating plastic film of gunnysack；
F. concrete shear force wall, concrete column are sprayed according to above-mentioned steps b；
G. each water spraying time is about 1 hour, and each interval time is about 7 hours；
H. removing mould curing time is 14 days.
The water spraying time, interval time are controlled by time switch.
The water of water, the ejection of column spray tube that the shear wall spray tube sprays, passes through building body floor drain, drainpipe flows back
To reservoir.
The combination of the present invention vertical apparatus for concrete member curing device and vertical apparatus for concrete member curing method, can be to vertical mixed
Solidifying soil component is effectively conserved, and is avoided concrete component from cracking, is improved the intensity of concrete component, saved water
Resource and human resources.
Detailed description of the invention
Fig. 1 is supply and drain water system arrangement schematic diagram of the present invention.
Fig. 2 is shear wall spray assemblies structural schematic diagram of the present invention.
Fig. 3 is column spray assemblies structural schematic diagram of the present invention.
Specific embodiment
The present invention is described in further detail with reference to the accompanying drawing, so that those skilled in the art can be more clear
The understanding of Chu.
As the device of the invention, using following scheme, as shown in Figure 1, Figure 2, Figure 3 shows, comprising:
Supply and drain water system, shear wall spray assemblies, column spray assemblies；
The supply and drain water system includes the reservoir 2 positioned at 1 bottom of building body, is connected to the drinking-water pipe 3 of reservoir 2, connection
The water pump 4 of drinking-water pipe 3 is connected to the water-supply-pipe 5 of water pump 4, is connected to the drainpipe 7 of building body floor drain 6, the other end of the drainpipe 7
It is connected to reservoir 2, is connected to the feed pipe 8 of reservoir 2, which is connected to catch basin 9, is mounted on 1 wall of building body and determines
Shi Kaiguan 10, the time switch 10 connect to power supply, which is electrically connected 4 power input of water pump；
The shear wall spray assemblies include shear wall spray tube 11, and the both ends of shear wall spray tube 11 are separately connected plug
12, the middle part connection shear wall of shear wall spray tube 11 sprays water inlet pipe 13, and the lower edge close to shear wall spray tube 11 is along length
Direction is uniformly distributed several hole for water sprayings；
The column spray assemblies include column spray tube 14, by square pipe between every adjacent columns spray tube 14 two-by-two
The connection of connector 15 forms rectangle spraying box, is uniformly distributed several hole for water sprayings, any column spray close to the inner edge of rectangle spraying box
The middle part connection column of pipe 14 sprays water inlet pipe 16.
The drinking-water pipe 3, water-supply-pipe 5, drainpipe 7, feed pipe 8, shear wall spray tube 11, shear wall spray water inlet pipe
13, column spray tube 14, column spray water inlet pipe 16 are pvc pipe, and the plug 12, square pipe fitting 15 are by PVC material
Material is made.
As method of the invention, comprising the following steps:
A. curing in the mold carries out for 10 to 12 hours after the completion of concrete shear force wall, concrete column pour；
B., a pair of of shear wall spray assemblies are respectively disposed on to the top of concrete shear force wall two sides, spray shear wall
The length direction of pipe 11 and the width direction of concrete shear force wall are consistent, and shear wall sprays water inlet pipe 13 and accesses water-supply-pipe 5, make to cut
The water column that power wall spray tube 11 sprays falls in the top of concrete shear force wall two sides；Column spray assemblies are nested with and are stood in concrete
The top of column, column spray water inlet pipe 16 and access water-supply-pipe 5, and the water column for spraying column spray tube 14 falls in four sides of column
Top；
C. each water spraying time is about 1 hour, and each interval time is about 5 hours；
D. curing in the mold is 2 to 4 days；
E. mould is gone to conserve, the component template of dismantling concrete shear wall, concrete column coats concrete shear with gunnysack
Wall, concrete column, in the outer surface coating plastic film of gunnysack；
F. concrete shear force wall, concrete column are sprayed according to above-mentioned steps b；
G. each water spraying time is about 1 hour, and each interval time is about 7 hours；
H. removing mould curing time is 14 days.
The water spraying time, interval time are controlled by time switch 10.
The water of water, the ejection of column spray tube 14 that the shear wall spray tube 11 sprays, passes through building body floor drain 6, draining
Pipe 7 is back to reservoir 2.
The combination of the vertical apparatus for concrete member curing device of the present invention and vertical apparatus for concrete member curing method, can be to vertical
Concrete component is effectively conserved, and concrete component is avoided to crack, and improves the intensity of concrete component, is saved
Water resource and human resources.
Claims (5)
1. a kind of vertical apparatus for concrete member curing device, which is characterized in that the curing means includes: supply and drain water system, shearing
Wall spray assemblies, column spray assemblies；
The supply and drain water system includes the reservoir (2) positioned at building body (1) bottom, is connected to the drinking-water pipe (3) of reservoir (2),
It is connected to the water pump (4) of drinking-water pipe (3), is connected to the water-supply-pipe (5) of water pump (4), is connected to the drainpipe (7) of building body floor drain (6), it should
The other end of drainpipe (7) is connected to reservoir (2), is connected to the feed pipe (8) of reservoir (2), which is connected to catch basin
(9), the time switch (10) being mounted on building body (1) wall, the time switch (10) connect to power supply, the time switch
(10) be electrically connected water pump (4) power input；
The shear wall spray assemblies include shear wall spray tube (11), and the both ends of shear wall spray tube (11) are separately connected plug
(12), middle part connection shear wall spray water inlet pipe (13) of shear wall spray tube (11), under shear wall spray tube (11)
Edge is uniformly distributed several hole for water sprayings along its length；
The column spray assemblies include column spray tube (14), by square pipe between every adjacent columns spray tube (14) two-by-two
Connector (15) connection forms rectangle spraying box, is uniformly distributed several hole for water sprayings, any column spray close to the inner edge of rectangle spraying box
Middle part connection column spray water inlet pipe (16) of shower pipe (14).
2. curing means according to claim 1, it is characterised in that: the drinking-water pipe (3), water-supply-pipe (5), drainpipe (7),
Feed pipe (8), shear wall spray tube (11), shear wall spray water inlet pipe (13), column spray tube (14), column spray water inlet pipe
It (16) is pvc pipe, the plug (12), square pipe fitting (15) are made of PVC material.
3. a kind of vertical apparatus for concrete member curing method based on curing means as claimed in claim 1 or 2, which is characterized in that institute
State method the following steps are included:
A. curing in the mold carries out for 10 to 12 hours after the completion of concrete shear force wall, concrete column pour；
B., a pair of of shear wall spray assemblies are respectively disposed on to the top of concrete shear force wall two sides, make shear wall spray tube
(11) length direction is consistent with the width direction of concrete shear force wall, and shear wall sprays water inlet pipe (13) access water-supply-pipe (5),
The water column for spraying shear wall spray tube (11) falls in the top of concrete shear force wall two sides；Column spray assemblies are nested with mixed
The top of solidifying soil column, column spray water inlet pipe (16) access water-supply-pipe (5), and the water column for spraying column spray tube (14) is fallen in
The top of four sides of column；
C. each water spraying time is about 1 hour, and each interval time is about 5 hours；
D. curing in the mold is 2 to 4 days；
E. mould is gone to conserve, the component template of dismantling concrete shear wall, concrete column, with gunnysack cladding concrete shear force wall,
Concrete column, in the outer surface coating plastic film of gunnysack；
F. concrete shear force wall, concrete column are sprayed according to above-mentioned steps b；
G. each water spraying time is about 1 hour, and each interval time is about 7 hours；
H. removing mould curing time is 14 days.
4. maintenance process according to claim 3, it is characterised in that: the water spraying time, interval time are by time switch
(10) it controls.
5. maintenance process according to claim 3, it is characterised in that: water, the column of shear wall spray tube (11) ejection
The water that spray tube (14) sprays, is back to reservoir (2) by building body floor drain (6), drainpipe (7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810734369.3A CN108952191A (en) | 2018-07-06 | 2018-07-06 | A kind of vertical apparatus for concrete member curing device and maintenance process |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201810734369.3A CN108952191A (en) | 2018-07-06 | 2018-07-06 | A kind of vertical apparatus for concrete member curing device and maintenance process |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108952191A true CN108952191A (en) | 2018-12-07 |
Family
ID=64485953
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201810734369.3A Pending CN108952191A (en) | 2018-07-06 | 2018-07-06 | A kind of vertical apparatus for concrete member curing device and maintenance process |
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| Country | Link |
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| CN (1) | CN108952191A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110774431A (en) * | 2019-09-11 | 2020-02-11 | 浙江交工新材料有限公司 | Concrete column spray curing device |
| CN111688009A (en) * | 2020-06-23 | 2020-09-22 | 中建八局第一建设有限公司 | Building maintenance spray set for construction |
| CN112521181A (en) * | 2020-11-13 | 2021-03-19 | 四川船重生态建设有限公司 | Member for rapid environment-friendly construction of high-rise building and environment-friendly construction method |
| CN114033195A (en) * | 2021-12-16 | 2022-02-11 | 贵州建工集团第四建筑工程有限责任公司 | Automatic spraying and maintaining system for basement shear wall and construction method |
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| KR100606200B1 (en) * | 2004-06-16 | 2006-07-31 | 주식회사 디앤에스 | Water heating system using engine radiator of concrete pump car |
| CN201092735Y (en) * | 2007-08-30 | 2008-07-30 | 中交第二航务工程局有限公司 | Cable support tower concrete timing spraying-pouring conserve and wind-proof device |
| CN203856208U (en) * | 2014-04-14 | 2014-10-01 | 中国三冶集团有限公司 | Basement exterior wall concrete curing device |
| CN204850504U (en) * | 2015-07-03 | 2015-12-09 | 鞍山中冶置业有限公司 | Concrete curing means |
| CN105256998A (en) * | 2015-09-22 | 2016-01-20 | 广西建工集团第三建筑工程有限责任公司 | Automatic in-situ concrete vertical structure maintaining method capable of circulating water |
-
2018
- 2018-07-06 CN CN201810734369.3A patent/CN108952191A/en active Pending
Patent Citations (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100606200B1 (en) * | 2004-06-16 | 2006-07-31 | 주식회사 디앤에스 | Water heating system using engine radiator of concrete pump car |
| CN201092735Y (en) * | 2007-08-30 | 2008-07-30 | 中交第二航务工程局有限公司 | Cable support tower concrete timing spraying-pouring conserve and wind-proof device |
| CN203856208U (en) * | 2014-04-14 | 2014-10-01 | 中国三冶集团有限公司 | Basement exterior wall concrete curing device |
| CN204850504U (en) * | 2015-07-03 | 2015-12-09 | 鞍山中冶置业有限公司 | Concrete curing means |
| CN105256998A (en) * | 2015-09-22 | 2016-01-20 | 广西建工集团第三建筑工程有限责任公司 | Automatic in-situ concrete vertical structure maintaining method capable of circulating water |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110774431A (en) * | 2019-09-11 | 2020-02-11 | 浙江交工新材料有限公司 | Concrete column spray curing device |
| CN110774431B (en) * | 2019-09-11 | 2020-11-17 | 浙江交工新材料有限公司 | Concrete column spray curing device |
| CN111688009A (en) * | 2020-06-23 | 2020-09-22 | 中建八局第一建设有限公司 | Building maintenance spray set for construction |
| CN112521181A (en) * | 2020-11-13 | 2021-03-19 | 四川船重生态建设有限公司 | Member for rapid environment-friendly construction of high-rise building and environment-friendly construction method |
| CN114033195A (en) * | 2021-12-16 | 2022-02-11 | 贵州建工集团第四建筑工程有限责任公司 | Automatic spraying and maintaining system for basement shear wall and construction method |
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| WD01 | Invention patent application deemed withdrawn after publication |
Application publication date: 20181207 |
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| WD01 | Invention patent application deemed withdrawn after publication |