CN102120338A - Time control water saving and maintaining device for high-strength concrete on outer wall of core tube structure - Google Patents
Time control water saving and maintaining device for high-strength concrete on outer wall of core tube structure Download PDFInfo
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- CN102120338A CN102120338A CN2010105909563A CN201010590956A CN102120338A CN 102120338 A CN102120338 A CN 102120338A CN 2010105909563 A CN2010105909563 A CN 2010105909563A CN 201010590956 A CN201010590956 A CN 201010590956A CN 102120338 A CN102120338 A CN 102120338A
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- strength concrete
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- exterior wall
- water saving
- control water
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Abstract
The invention discloses a time control water saving and maintaining device for high-strength concrete on an outer wall of a core tube structure. The time control water saving and maintaining device is characterized by comprising a horizontal water jet pipe (2) and a vertical main pipe (5) that are communicated through a movable joint (4), a pipe body of the horizontal water jet pipe (2) is provided with a group of fine holes on one side facing the wall body; and water is pumped regularly through a pressurizing pump (6) under the control of a time controller(8) and enters the vertical main pipe (5). The vertical main pipe (5) increases by layers with the upward construction of floors, and the horizontal water jet pipe (2) is dismantled after the lower layer concrete is maintained, and then installed on the upper layer. The high-strength concrete on the outer wall of the core tube structure of a high-rise building is continuously sprayed and maintained according to a preset time without polluting the downside of a construction layer, thus maintaining quality is improved, assembly and disassembly construction costs are low, the horizontal water jet pipe (2) and the vertical main pipe (5) can be circularly used, water and labor are saved, worker intensity is reduced, and risk of manual operation is avoided.
Description
Technical field
The invention belongs to the high-strength concrete curing means, relate to a kind of core barrel structure exterior wall high-strength concrete time control water saving curing means.
Background technology
Continuous appearance along with skyscraper, the utilization of building structure core tube high-strength concrete more and more widely, but the construction quality of high-strength concrete is wayward, for avoiding high-strength concrete to reach because internal-external temperature difference causes surface crack because of early stage dehydration reduces intensity, the high-strength concrete maintenance is very important.Because the skyscraper modeling requirement, core barrel structure outer contour is irregular, and requires maintenance not to be interrupted, and the maintenance of core tube exterior wall high-strength concrete is extremely difficult.The method that the most employing of core tube exterior wall high-strength concrete moisture-keeping maintaining is at present manually watered, artificial water seasoning is intermittent water seasoning, the continuation management difficulty of water seasoning is big, can't effectively guarantee the maintenance quality of high-strength concrete, curing water very easily pollutes below construction layer simultaneously, on-the-spot civilized construction can not get guaranteeing, and water resource is caused waste.The artificial water seasoning of exterior wall high-strength concrete, the workman needs to do in the outrigger drilling, and field conduct is extremely inconvenient, has certain risk.
Summary of the invention
The objective of the invention is provides a kind of core barrel structure exterior wall high-strength concrete time control water saving curing means at the problems referred to above, effectively improve the maintenance promptness of core tube of high-rise building structure outer high-strength concrete, greatly promote high-rise, super-high building structure construction quality.
Technical scheme of the present invention is:
A kind of core barrel structure exterior wall high-strength concrete time control water saving curing means, comprise cistern and force (forcing) pump, it is characterized in that: described time control water saving curing means comprises horizontal sparge pipe and vertical person in charge, horizontal sparge pipe and vertical person in charge are connected by articulation, and level water spray pipe shaft offers one group of pore over against body of wall one side; Described force (forcing) pump is controlled it by time controller and is regularly drawn water and enter the vertical person in charge.
Described vertical person in charge bottom is connected with the force (forcing) pump delivery port at the place, ground.
Described force (forcing) pump water inlet is connected with cistern.
Described horizontal sparge pipe and the vertical junction of being responsible for are provided with a water valve.
The described vertical person in charge along with floor upwards construction successively connect height, the lower-layer concrete maintenance horizontal sparge pipe that finishes is removed and is installed to the upper strata.
Described horizontal sparge pipe and core tube exterior wall external scaffolding are fixed.
Described horizontal sparge pipe is arranged on the core tube high-strength concrete outer wall body outside.
Described horizontal sparge pipe is for comprising straight length and quarter bend pipeline section, and each section is connected by articulation each other.
The described vertical person in charge is a multistage, and each section is connected by articulation each other.
Beneficial effect of the present invention:
Core tube exterior wall concrete timing controlled water saving curing means proposed by the invention, can carry out continuous fog curing to core tube of high-rise building structure outer high-strength concrete according to the predefined time, water spray is vaporific, no open fire current, can below construction layer, not pollute, not only can effectively improve core tube of high-rise building structure outer high-strength concrete maintenance quality, and peace is torn open at the bottom of the construction cost, can have enough to meet the need use, the water saving saving of labor, reduce labor strength, avoid manually-operated security risk.
Description of drawings
The plane schematic top plan view of Fig. 1 apparatus of the present invention.
Fig. 2 is an A-A cross-sectional schematic among Fig. 1.
As shown in the figure: 1, concrete exterior wall 2, horizontal sparge pipe 3, external scaffolding 4, articulation 5, vertically be responsible for 6, force (forcing) pump 7, cistern 8, time controller 9, water valve
The specific embodiment
Shown in Fig. 1-2, a kind of core barrel structure exterior wall high-strength concrete time control water saving curing means, comprise cistern 7 and force (forcing) pump 6, it is characterized in that: described time control water saving curing means comprises the horizontal sparge pipe 2 and the vertical person in charge 5, horizontal sparge pipe 2 and vertically be responsible for 5 and be connected by articulation 4, level water spray pipe shaft 2 offers one group of pore over against body of wall one side; It regularly draws water and enters the vertical person in charge 5 described force (forcing) pump 6 by time controller 8 control.
The described vertical person in charge 5 bottoms are connected with force (forcing) pump 6 delivery ports at the place, ground.
Described force (forcing) pump 6 water inlets are connected with cistern 7.
Described horizontal sparge pipe 2 and vertical 5 junctions of being responsible for are provided with a water valve 9.
The described vertical person in charge 5 along with floor upwards construction successively connect height, the lower-layer concrete maintenance horizontal sparge pipe 2 that finishes is removed and is installed to the upper strata.
Described horizontal sparge pipe 2 is fixing with core tube exterior wall external scaffolding 3.
Described horizontal sparge pipe 2 is arranged on core tube high-strength concrete exterior wall 1 wall outer side.
Described horizontal sparge pipe is for comprising straight length and quarter bend pipeline section, and each section is connected by articulation each other.
The described vertical person in charge is a multistage, and each section is connected by articulation each other.
Claims (9)
1. core barrel structure exterior wall high-strength concrete time control water saving curing means, comprise cistern (7) and force (forcing) pump (6), it is characterized in that: described time control water saving curing means comprises horizontal sparge pipe (2) and vertical be responsible for (5), horizontal sparge pipe (2) and vertical be responsible for (5) are connected by articulation (4), and level water spray pipe shaft (2) offers one group of pore over against body of wall one side; Described force (forcing) pump (6) is controlled it by time controller (8) and is regularly drawn water and enter the vertical person in charge (5).
2. core barrel structure exterior wall high-strength concrete time control water saving curing means as claimed in claim 1, it is characterized in that: the described vertical person in charge (5) bottom is connected with force (forcing) pump (6) delivery port at the place, ground.
3. core barrel structure exterior wall high-strength concrete time control water saving curing means as claimed in claim 1, it is characterized in that: described force (forcing) pump (6) water inlet is connected with cistern (7).
4. core barrel structure exterior wall high-strength concrete time control water saving curing means as claimed in claim 1 is characterized in that: described horizontal sparge pipe (2) and vertical (5) junction of being responsible for are provided with a water valve (9).
5. core barrel structure exterior wall high-strength concrete time control water saving curing means as claimed in claim 1, it is characterized in that: the described vertical person in charge (5) along with floor upwards construction successively connect height, the lower-layer concrete maintenance horizontal sparge pipe (2) that finishes is removed and is installed to the upper strata.
6. core barrel structure exterior wall high-strength concrete time control water saving curing means as claimed in claim 1, it is characterized in that: described horizontal sparge pipe (2) is fixing with core tube exterior wall external scaffolding (3).
7. core barrel structure exterior wall high-strength concrete time control water saving curing means as claimed in claim 1, it is characterized in that: described horizontal sparge pipe (2) is arranged on core tube high-strength concrete exterior wall (1) wall outer side.
8. core barrel structure exterior wall high-strength concrete time control water saving curing means as claimed in claim 1, it is characterized in that: described horizontal sparge pipe (2) is for comprising straight length and quarter bend pipeline section, and each section is connected by articulation (4) each other.
9. core barrel structure exterior wall high-strength concrete time control water saving curing means as claimed in claim 1, it is characterized in that: the described vertical person in charge (5) is multistage, and each section is connected by articulation (4) each other.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010105909563A CN102120338A (en) | 2010-12-16 | 2010-12-16 | Time control water saving and maintaining device for high-strength concrete on outer wall of core tube structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN2010105909563A CN102120338A (en) | 2010-12-16 | 2010-12-16 | Time control water saving and maintaining device for high-strength concrete on outer wall of core tube structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN102120338A true CN102120338A (en) | 2011-07-13 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN2010105909563A Pending CN102120338A (en) | 2010-12-16 | 2010-12-16 | Time control water saving and maintaining device for high-strength concrete on outer wall of core tube structure |
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| CN (1) | CN102120338A (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN104264995A (en) * | 2014-10-20 | 2015-01-07 | 青岛一建集团有限公司 | Automatic spraying conservation system for high-rise building shear wall structure |
| CN104985681A (en) * | 2015-07-22 | 2015-10-21 | 中铁隧道集团四处有限公司 | Automatic concrete curing device |
| 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 |
| 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 |
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| Publication number | Priority date | Publication date | Assignee | Title |
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| CN201221056Y (en) * | 2008-07-02 | 2009-04-15 | 中铁四局集团第五工程有限公司 | Concrete bridge pier spray curing means |
| CN201245815Y (en) * | 2008-08-26 | 2009-05-27 | 中铁十二局集团第四工程有限公司 | Sprayer for dripping water-curing concrete of bridge high pier |
| CN101716797A (en) * | 2009-12-14 | 2010-06-02 | 中铁十八局集团有限公司 | Spraying health promotion system of precast beam slab |
| CN201635177U (en) * | 2010-02-22 | 2010-11-17 | 攀钢集团冶金工程技术有限公司 | Concrete curing device for slip form construction of high building |
-
2010
- 2010-12-16 CN CN2010105909563A patent/CN102120338A/en active Pending
Patent Citations (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN201221056Y (en) * | 2008-07-02 | 2009-04-15 | 中铁四局集团第五工程有限公司 | Concrete bridge pier spray curing means |
| CN201245815Y (en) * | 2008-08-26 | 2009-05-27 | 中铁十二局集团第四工程有限公司 | Sprayer for dripping water-curing concrete of bridge high pier |
| CN101716797A (en) * | 2009-12-14 | 2010-06-02 | 中铁十八局集团有限公司 | Spraying health promotion system of precast beam slab |
| CN201635177U (en) * | 2010-02-22 | 2010-11-17 | 攀钢集团冶金工程技术有限公司 | Concrete curing device for slip form construction of high building |
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| 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 |
| CN105269668B (en) * | 2014-07-29 | 2017-10-13 | 中建四局第六建筑工程有限公司 | A kind of attached climbing frame wind-power electricity generation smart spraying curing means and its construction method |
| CN104264995A (en) * | 2014-10-20 | 2015-01-07 | 青岛一建集团有限公司 | Automatic spraying conservation system for high-rise building shear wall structure |
| CN104985681A (en) * | 2015-07-22 | 2015-10-21 | 中铁隧道集团四处有限公司 | Automatic concrete curing device |
| 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 |
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Application publication date: 20110713 |