CN108798046A - A kind of high-level structure storage concrete curing system and its construction method - Google Patents
A kind of high-level structure storage concrete curing system and its construction method Download PDFInfo
- Publication number
- CN108798046A CN108798046A CN201710307813.9A CN201710307813A CN108798046A CN 108798046 A CN108798046 A CN 108798046A CN 201710307813 A CN201710307813 A CN 201710307813A CN 108798046 A CN108798046 A CN 108798046A
- Authority
- CN
- China
- Prior art keywords
- level structure
- pipeline
- curing system
- structure storage
- concrete curing
- 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
- 238000010276 construction Methods 0.000 title claims abstract description 14
- 239000007921 spray Substances 0.000 claims abstract description 40
- 230000009194 climbing Effects 0.000 claims abstract description 24
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 21
- 238000012423 maintenance Methods 0.000 claims description 17
- JEGUKCSWCFPDGT-UHFFFAOYSA-N h2o hydrate Chemical compound O.O JEGUKCSWCFPDGT-UHFFFAOYSA-N 0.000 claims description 12
- 239000008399 tap water Substances 0.000 claims description 12
- 235000020679 tap water Nutrition 0.000 claims description 12
- 229910000831 Steel Inorganic materials 0.000 claims description 3
- 239000011248 coating agent Substances 0.000 claims description 3
- 238000000576 coating method Methods 0.000 claims description 3
- 229920001155 polypropylene Polymers 0.000 claims description 3
- 239000010959 steel Substances 0.000 claims description 3
- 238000003466 welding Methods 0.000 claims description 3
- 238000000034 method Methods 0.000 abstract description 4
- 239000002699 waste material Substances 0.000 abstract description 3
- 238000010586 diagram Methods 0.000 description 4
- 238000009435 building construction Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 3
- 238000005516 engineering process Methods 0.000 description 2
- 230000015271 coagulation Effects 0.000 description 1
- 238000005345 coagulation Methods 0.000 description 1
- 239000002131 composite material Substances 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
Classifications
-
- 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
Abstract
A kind of high-level structure storage concrete curing system and its construction method, wherein high-level structure storage concrete curing system, the hydraulic climbing scaffold of curing concrete surrounding is waited for including being located at structure, spray pipeline is removably connected with by connection component on the inside of the upper end of the hydraulic climbing scaffold, the spray pipeline is horizontally disposed, in closed ring, the spray pipeline waits for that circumferentially uniform intervals are connected with rotatable atomizer by the first three-way connection for curing concrete side in direction, inlet pipeline is connected to by the second three-way connection silk in succession on the spray pipeline, the inlet pipeline is switched equipped with mechanical timer.The present invention solves the problems, such as that high-level structure concrete curing inconvenience, water resource waste, being dismounted for multiple times process are complicated.
Description
Technical field
The present invention relates to the realm of building construction, especially a kind of high-level structure storage concrete curing system and its construction method.
Background technology
With being getting faster for building construction technology development, skyscraper is more and more, but vertical outside high-level structure concrete
Face maintenance is a great problem during high-building construction always, existing to carry out watering maintenance generally by artificial but high
Layer building artificial watering is inconvenient, and there are certain danger, while artificial watering maintenance often occurs conserving feelings not in place
Condition influences construction quality, and is directly conserved by water pipe bath, causes the serious waste of water resource, also has and pass through water spray
What pipeline was conserved, but water pipe is connected on scaffold, with the rising of construction height, needs repeated disassembled and assembled, process numerous
It is multiple.
Invention content
The object of the present invention is to provide a kind of high-level structure storage concrete curing system and its construction methods, to solve high-rise knot
The complicated problem of structure concrete curing inconvenience, water resource waste, being dismounted for multiple times process.
To achieve the above object, the present invention adopts the following technical scheme that：A kind of high-level structure storage concrete curing system, including
It is located at the hydraulic climbing scaffold that structure waits for curing concrete surrounding, is detachably connected by connection component on the inside of the upper end of the hydraulic climbing scaffold
It is connected to spray pipeline, the spray pipeline is horizontally disposed, is in closed ring, and the spray pipeline waits for curing concrete one in direction
By the first three-way connection, circumferentially uniform intervals are connected with rotatable atomizer for side, pass through the two or three on the spray pipeline
It connects captacula and is connected to inlet pipeline in succession, the inlet pipeline is switched equipped with mechanical timer.
Preferably, the connection component includes the outer connector being fastened and connected on the column of climbing frame and is connected to outer connection
Interconnecting piece on the inside of part.
Preferably, the outer connector be in Contraband shape, back be spaced apart there are two connecting hole, both ends respectively welding there are one
Buckle；The buckle is horizontally disposed, by two semi-circular part make-ups in a ring, a connecting pin of two semi-circular parts hingedly connects
It connects, another connecting pin is connect in succession by screw rod silk.
Preferably, the interconnecting piece takes the shape of the letter U, and intermediate arc sections are fastened on the outer wall of spray pipeline, both ends are distinguished
Connecting hole on outer connector is simultaneously fastened by nut.
Preferably, the radian of the outer wall of the radian and spray pipeline of the arc sections of the interconnecting piece mutually agrees with.
Preferably, the first gasket is lined between the arc sections of the interconnecting piece and the outer wall of spray pipeline.
Preferably, the water inlet of the inlet pipeline is connected to tap water water source, and upper edge water inlet direction has been sequentially communicated
Filter and force (forcing) pump, the force (forcing) pump are powered by distribution box.
Preferably, the force (forcing) pump is connected to by pipe collar with water inlet pipe, and second is equipped between the pipe collar and water inlet pipe
Gasket.
Preferably, the inlet pipeline is switched equipped with mechanical timer.
Preferably, the spray pipeline is coating steel pipe or PP-R pipes.
A kind of construction method of high-level structure storage concrete curing system described in application, step are：
Step 1：Construction hydraulic climbing scaffold.
Step 2：Connection component is connected on hydraulic climbing scaffold.
Step 3：Spray pipeline is passed through into connection component and is fastened.
Step 4：Rotatable atomizer is connected on spray pipeline.
Step 5：Inlet pipeline is connected on spray pipeline.
Step 6：Filter is connected on inlet pipeline.
Step 7：Force (forcing) pump is connected on inlet pipeline.
Step 8：Inlet pipeline is connected to tap water water source.
Step 9：Tap water water source progress structural concrete is opened to conserve to partly maintenance completion in position to be conserved.
Step 10：Close tap water water source.
Step 11：Remove force (forcing) pump.
Step 12：Hydraulic climbing scaffold climbs upwards.
Step 13：It is promoted and reconnects force (forcing) pump.
Step 14：Step 9 is repeated to step 13, until all position maintenance to be conserved is completed.
Compared with prior art the invention has the characteristics that and advantageous effect：Pipeline is connected directly between in present system
On climbing frame, and rise with climbing frame, realizes that the once mounting of pipeline repeatedly utilizes, reduce working procedure, accelerate maintenance speed；
It is conserved by rotatable atomizer, prevents curing water from flowing down along maintenance facade, save water resource；Rotatable atomizer
Can full angle, it is multi-faceted conserved, no maintenance quadrangle further increases maintenance effect；Instead of original nourishment, avoid
There is security risk in nourishment；By mechanical timer switch time switch curing system, automatically to concrete into
Row, which is repeated as many times, to be conserved, and maintenance effect is improved；Package unit is flexible and convenient, and is not take up space.
It the composite can be widely applied in storage concrete curing system.
Description of the drawings
The present invention will be further described in detail below in conjunction with the accompanying drawings.
Fig. 1 is the dimensional structure diagram of the present invention.
Fig. 2 is the planar structure schematic diagram of the present invention.
Fig. 3 is the structural schematic diagram that water pipe is connected to by connection component on climbing frame column.
Fig. 4 is the structural schematic diagram of fastener.
Reference numeral：1- hydraulic climbing scaffolds, 2- spray pipelines, the rotatable atomizers of 3-, 4- inlet pipelines, outside 5-
Connector, 6- interconnecting pieces, 7- filters, 8- force (forcing) pumps, 9- distribution boxs, 10- mechanical timers switch.
Specific implementation mode
Embodiment is shown referring to Fig. 1 and Fig. 2, and a kind of high-level structure storage concrete curing system is mainly used for high-rise facade knot
The maintenance of structure concrete, including it is located at the hydraulic climbing scaffold 1 that structure waits for curing concrete surrounding, on the inside of the upper end of the hydraulic climbing scaffold
It is removably connected with spray pipeline 2 by connection component, the spray pipeline is horizontally disposed, is in closed ring, the spray tube
Road 2 waits for that circumferentially uniform intervals are connected with rotatable atomizer 3 by the first three-way connection for curing concrete side in direction,
Inlet pipeline 4 is connected to by the second three-way connection silk in succession on the spray pipeline 2, the inlet pipeline is equipped with mechanical timer
Switch 10 ensures coagulation according to the interval switch time that the maintenance situation setting mechanical timer of concrete in Specific construction switchs
Multiple effective maintenance of soil;The water inlet of the inlet pipeline 4 is connected to tap water water source, and upper edge water inlet direction connects successively
It is connected with filter 7 and force (forcing) pump 8, the force (forcing) pump 8 is powered by distribution box 9；The force (forcing) pump is connected by pipe collar and water inlet pipe
It is logical, and the second gasket is equipped between the pipe collar and water inlet pipe；The spray pipeline 2 is coating steel pipe or PP-R pipes；Spray tube
Road length determines that force (forcing) pump size is selected according to rotatable atomizer quantity according to live balcony perimeter.
Shown in Fig. 3 and Fig. 4, the connection component includes 5 He of outer connector being fastened and connected on the column of climbing frame
The interconnecting piece 6 being connected on the inside of outer connector；The outer connector is in Contraband shape, and back is spaced apart, and there are two connecting hole, two
Respectively there are one buckles for welding for end；The buckle is horizontally disposed, by two semi-circular part make-ups in a ring, two semi-circular parts
The articulated connection of one connecting pin, another connecting pin are connect in succession by screw rod silk；The interconnecting piece takes the shape of the letter U, intermediate arc sections engaging
On the outer wall of spray pipeline, both ends are each passed through the connecting hole on outer connector and are fastened by nut；The interior connection
The radian of the arc sections of part and the radian of the outer wall of spray pipeline mutually agree with；The arc sections of the interconnecting piece and spray pipeline
The first gasket is lined between outer wall.
The construction method of the present invention：
Step 1：Construction hydraulic climbing scaffold 1.
Step 2：Connection component is connected on hydraulic climbing scaffold 1.
Step 3：Spray pipeline 2 is passed through into connection component and is fastened.
Step 4：Rotatable atomizer 3 is connected on spray pipeline.
Step 5：Inlet pipeline 4 is connected on spray pipeline.
Step 6：Filter 7 is connected on inlet pipeline.
Step 7：Force (forcing) pump 8 is connected on inlet pipeline.
Step 8：Inlet pipeline is connected to tap water water source.
Step 9：Tap water water source progress structural concrete is opened to conserve to partly maintenance completion in position to be conserved.
Step 10：Close tap water water source.
Step 11：Remove force (forcing) pump.
Step 12：Hydraulic climbing scaffold climbs upwards.
Step 13：It is promoted and reconnects force (forcing) pump.
Step 14：Step 9 is repeated to step 13, until all position maintenance to be conserved is completed.
Claims (10)
1. a kind of high-level structure storage concrete curing system, including it is located at the hydraulic climbing scaffold that structure waits for curing concrete surrounding（1）,
It is characterized in that：The hydraulic climbing scaffold（1）Upper end on the inside of spray pipeline is removably connected with by connection component（2）, the spray
Shower pipe road（2）It is horizontally disposed with, is in closed ring, the spray pipeline（2）Wait for curing concrete side by the one or three in direction
Circumferentially uniform intervals are connected with rotatable atomizer to pass joint（3）, the spray pipeline（2）It is upper to pass through the second three-way connection
Silk is connected to inlet pipeline in succession（4）；The inlet pipeline is switched equipped with mechanical timer（10）.
2. high-level structure storage concrete curing system according to claim 1, it is characterised in that：The connection component includes button
Close the outer connector being connected on the column of climbing frame（5）With the interconnecting piece being connected on the inside of outer connector（6）.
3. high-level structure storage concrete curing system according to claim 2, it is characterised in that：The outer connector（5）It is in
Contraband shape, back is spaced apart there are two connecting hole, there are one buckles for each welding in both ends；
The buckle is horizontally disposed, by two semi-circular part make-ups in a ring, the connecting pin articulated connection of two semi-circular parts,
Another connecting pin is connect in succession by screw rod silk.
4. high-level structure storage concrete curing system according to claim 3, it is characterised in that：The interconnecting piece（6）In U
Shape, intermediate arc sections are fastened on the outer wall of spray pipeline, both ends are each passed through the connecting hole on outer connector and pass through spiral shell
Mother's fastening.
5. high-level structure storage concrete curing system according to claim 4, it is characterised in that：The interconnecting piece（6）'s
The radian of arc sections and the radian of the outer wall of spray pipeline mutually agree with.
6. high-level structure storage concrete curing system according to claim 5, it is characterised in that：The interconnecting piece（6）'s
The first gasket is lined between arc sections and the outer wall of spray pipeline.
7. high-level structure storage concrete curing system according to claim 1, it is characterised in that：The inlet pipeline（4）'s
Water inlet is connected to tap water water source, and upper edge water inlet direction has been sequentially communicated filter and force (forcing) pump, and the force (forcing) pump passes through
Distribution box（9）Power supply.
8. high-level structure storage concrete curing system according to claim 7, it is characterised in that：The force (forcing) pump（8）Pass through
Pipe collar is connected to water inlet pipe, and the second gasket is equipped between the pipe collar and water inlet pipe.
9. high-level structure storage concrete curing system according to claim 1, it is characterised in that：The spray pipeline（2）It is
Coating steel pipe or PP-R pipes.
10. a kind of application is according to claim --- the construction method of-high-level structure storage concrete curing system, feature
It is, step is：
Step 1：Construction hydraulic climbing scaffold（1）；
Step 2：Connection component is connected to hydraulic climbing scaffold（1）On；
Step 3：By spray pipeline（2）Across connection component and fasten；
Step 4：By rotatable atomizer（3）It is connected on spray pipeline；
Step 5：By inlet pipeline（4）It is connected on spray pipeline；
Step 6：Filter（7）It is connected on inlet pipeline；
Step 7：By force (forcing) pump（8）It is connected on inlet pipeline；
Step 8：Inlet pipeline is connected to tap water water source；
Step 9：Tap water water source progress structural concrete is opened to conserve to partly maintenance completion in position to be conserved；
Step 10：Close tap water water source；
Step 11：Remove force (forcing) pump；
Step 12：Hydraulic climbing scaffold climbs upwards；
Step 13：It is promoted and reconnects force (forcing) pump；
Step 14：Step 9 is repeated to step 13, until all position maintenance to be conserved is completed.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710307813.9A CN108798046A (en) | 2017-05-04 | 2017-05-04 | A kind of high-level structure storage concrete curing system and its construction method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710307813.9A CN108798046A (en) | 2017-05-04 | 2017-05-04 | A kind of high-level structure storage concrete curing system and its construction method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108798046A true CN108798046A (en) | 2018-11-13 |
Family
ID=64054505
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710307813.9A Pending CN108798046A (en) | 2017-05-04 | 2017-05-04 | A kind of high-level structure storage concrete curing system and its construction method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108798046A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109869002A (en) * | 2019-04-15 | 2019-06-11 | 中建城市建设发展有限公司 | A kind of concrete curing device |
| CN110480817A (en) * | 2019-08-28 | 2019-11-22 | 中国二十冶集团有限公司 | Vertical concrete component sprinkling curing system and method |
| CN115182603A (en) * | 2022-07-06 | 2022-10-14 | 中国十七冶集团有限公司 | Climbing frame system fixed type intelligent concrete curing device and using method thereof |
Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202610720U (en) * | 2012-06-04 | 2012-12-19 | 杜鹏 | Automatic lifting device for construction maintenance of bridge pier |
| CN202969940U (en) * | 2012-10-31 | 2013-06-05 | 中建三局第二建设工程有限责任公司 | Automatic concrete spraying and curing device capable of being lifted with outside climbing rack |
| CN204081508U (en) * | 2014-07-15 | 2015-01-07 | 中建四局第六建筑工程有限公司 | A kind of automatic climbing formula concrete water curing system for highrise building |
| CN104324471A (en) * | 2014-11-18 | 2015-02-04 | 广西建工集团联合建设有限公司 | Multifunctional spraying system of building outer frame and mounting method of multifunctional spraying system |
| CN105269668A (en) * | 2014-07-29 | 2016-01-27 | 中建四局第六建筑工程有限公司 | Wind power generation and intelligent fog curing device for attached scaffold and construction method of wind power generation and intelligent fog curing device |
| CN105839985A (en) * | 2016-03-18 | 2016-08-10 | 中国水利水电第十工程局有限公司 | Hydropower station rectangular high tower hydraulic climb slip form system and construction method |
| CN105926382A (en) * | 2016-04-20 | 2016-09-07 | 中铁上海工程局集团华海工程有限公司 | Metro depot common monolithic track bed reserved groove rail construction method |
| CN205822414U (en) * | 2016-07-11 | 2016-12-21 | 重庆大学 | A kind of scalable fixes the device of L-type drain pipe |
| CN206707311U (en) * | 2017-05-04 | 2017-12-05 | 中建城市建设发展有限公司 | A kind of high-level structure storage concrete curing system |
-
2017
- 2017-05-04 CN CN201710307813.9A patent/CN108798046A/en active Pending
Patent Citations (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN202610720U (en) * | 2012-06-04 | 2012-12-19 | 杜鹏 | Automatic lifting device for construction maintenance of bridge pier |
| CN202969940U (en) * | 2012-10-31 | 2013-06-05 | 中建三局第二建设工程有限责任公司 | Automatic concrete spraying and curing device capable of being lifted with outside climbing rack |
| CN204081508U (en) * | 2014-07-15 | 2015-01-07 | 中建四局第六建筑工程有限公司 | A kind of automatic climbing formula concrete water curing system for highrise building |
| CN105269668A (en) * | 2014-07-29 | 2016-01-27 | 中建四局第六建筑工程有限公司 | Wind power generation and intelligent fog curing device for attached scaffold and construction method of wind power generation and intelligent fog curing device |
| CN104324471A (en) * | 2014-11-18 | 2015-02-04 | 广西建工集团联合建设有限公司 | Multifunctional spraying system of building outer frame and mounting method of multifunctional spraying system |
| CN105839985A (en) * | 2016-03-18 | 2016-08-10 | 中国水利水电第十工程局有限公司 | Hydropower station rectangular high tower hydraulic climb slip form system and construction method |
| CN105926382A (en) * | 2016-04-20 | 2016-09-07 | 中铁上海工程局集团华海工程有限公司 | Metro depot common monolithic track bed reserved groove rail construction method |
| CN205822414U (en) * | 2016-07-11 | 2016-12-21 | 重庆大学 | A kind of scalable fixes the device of L-type drain pipe |
| CN206707311U (en) * | 2017-05-04 | 2017-12-05 | 中建城市建设发展有限公司 | A kind of high-level structure storage concrete curing system |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN109869002A (en) * | 2019-04-15 | 2019-06-11 | 中建城市建设发展有限公司 | A kind of concrete curing device |
| CN110480817A (en) * | 2019-08-28 | 2019-11-22 | 中国二十冶集团有限公司 | Vertical concrete component sprinkling curing system and method |
| CN115182603A (en) * | 2022-07-06 | 2022-10-14 | 中国十七冶集团有限公司 | Climbing frame system fixed type intelligent concrete curing device and using method thereof |
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