CN206707311U - A kind of high-level structure storage concrete curing system - Google Patents
A kind of high-level structure storage concrete curing system Download PDFInfo
- Publication number
- CN206707311U CN206707311U CN201720485541.7U CN201720485541U CN206707311U CN 206707311 U CN206707311 U CN 206707311U CN 201720485541 U CN201720485541 U CN 201720485541U CN 206707311 U CN206707311 U CN 206707311U
- Authority
- CN
- China
- Prior art keywords
- level structure
- curing system
- structure storage
- concrete curing
- pipeline
- 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.)
- Expired - Fee Related
Links
- 239000007921 spray Substances 0.000 claims abstract description 32
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 21
- 230000009194 climbing Effects 0.000 claims abstract description 18
- JEGUKCSWCFPDGT-UHFFFAOYSA-N h2o hydrate Chemical compound O.O JEGUKCSWCFPDGT-UHFFFAOYSA-N 0.000 claims description 6
- 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
- 238000000034 method Methods 0.000 abstract description 4
- 239000002699 waste material Substances 0.000 abstract description 3
- 238000012423 maintenance Methods 0.000 description 12
- 238000010276 construction Methods 0.000 description 5
- 238000009435 building construction Methods 0.000 description 3
- 230000015271 coagulation Effects 0.000 description 2
- 238000005345 coagulation Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000005516 engineering process Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 230000000630 rising effect Effects 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
Landscapes
- On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)
Abstract
A kind of high-level structure storage concrete curing system, the hydraulic climbing scaffold of curing concrete surrounding is treated 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 with, in closed ring, the spray pipeline treats 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 switchs provided with mechanical timer.The utility model 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 realm of building construction is the utility model is related to, particularly a kind of high-level structure storage concrete curing system.
Background technology
Increasingly faster with 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 all the time, existing to carry out watering maintenance generally by artificial but high
Layer building artificial watering is inconvenient, and certain danger be present, while artificial watering maintenance often occurs conserving feelings not in place
Condition, construction quality is influenceed, and directly conserved by water pipe bath, caused the serious waste of water resource, also have and pass through water spray
What pipeline was conserved, but water pipe is connected on scaffold, with the rising of construction height, need repeated disassembled and assembled, process is numerous
It is multiple.
Utility model content
The purpose of this utility model is to provide a kind of high-level structure storage concrete curing system, to solve high-level structure concrete
The problem of conserving inconvenience, water resource waste, complicated being dismounted for multiple times process.
To achieve the above object, the utility model adopts the following technical scheme that：A kind of high-level structure storage concrete curing system,
Treat the hydraulic climbing scaffold of curing concrete surrounding including being located at structure, it is removable by connection component on the inside of the upper end of the hydraulic climbing scaffold
Unload and be connected with spray pipeline, the spray pipeline is horizontally disposed with, in closed ring, and the spray pipeline is in direction coagulation to be conserved
By the first three-way connection, circumferentially uniform intervals are connected with rotatable atomizer for native side, pass through on the spray pipeline
Two three-way connection silks are connected to inlet pipeline in succession, and the inlet pipeline switchs provided 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 is in Contraband shape, and its back interval is provided with two connecting holes, both ends and is respectively welded with one
Buckle；The buckle is horizontally disposed, by two semi-circular part make-ups in a ring, a connection end of two semi-circular parts is be hinged to be connected
Connect, another connection end is connect in succession by screw rod silk.
Preferably, the interconnecting piece is taken the shape of the letter U, and middle arc sections are fastened on the outer wall of spray pipeline, both ends difference
Fastened through the connecting hole on outer connector and by nut.
Preferably, the radian of the radian of the arc sections of the interconnecting piece and the outer wall of spray pipeline mutually agrees with.
Preferably, the first pad 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 connects with running water water source, has been sequentially communicated thereon along water inlet direction
Filter and force (forcing) pump, the force (forcing) pump are powered by distribution box.
Preferably, the force (forcing) pump is connected by pipe collar with water inlet pipe, and second is provided between the pipe collar and water inlet pipe
Pad.
Preferably, the inlet pipeline switchs provided with mechanical timer.
Preferably, the spray pipeline is coating steel pipe or PP-R pipes.
The utility model has the characteristics that and beneficial effect compared with prior art：Pipeline is straight in Tthe utility model system
It is connected on climbing frame, and rises with climbing frame in succession, realizes that the once mounting of pipeline repeatedly utilizes, reduce working procedure, accelerate
Conserve speed；Conserved by rotatable atomizer, prevent curing water from being flowed down along maintenance facade, saving water resource；It can revolve
Turn atomizer can full angle, it is multi-faceted conserved, it is no maintenance corner, further improve maintenance effect；Instead of original people
Work conserves, and avoids nourishment and the problem of security risk be present；Time switch curing system is switched by mechanical timer, automatically
Concrete is repeatedly conserved, improves maintenance effect；Package unit is flexible, and is not take up space.
The utility model can be widely applied in storage concrete curing system.
Brief description of the drawings
The utility model is described in more detail below in conjunction with the accompanying drawings.
Fig. 1 is dimensional structure diagram of the present utility model.
Fig. 2 is planar structure schematic diagram of the present utility model.
Fig. 3 is the structural representation that water pipe is connected to by connection component on climbing frame column.
Fig. 4 is the structural representation of fastener.
Reference：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.
Embodiment
Embodiment a kind of high-level structure storage concrete curing system, is mainly used in high-rise facade knot referring to shown in Fig. 1 and Fig. 2
The maintenance of structure concrete, including the hydraulic climbing scaffold 1 that structure treats curing concrete surrounding is located at, on the inside of the upper end of the hydraulic climbing scaffold
Spray pipeline 2 is removably connected with by connection component, the spray pipeline is horizontally disposed with, in closed ring, the shower
Road 2 treats 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 provided with mechanical timer
Switch 10, the interval switch time of mechanical timer switch is set according to the maintenance situation of concrete in Specific construction, ensures coagulation
The multiple effectively maintenance of soil;The water inlet of the inlet pipeline 4 connects with running water water source, connects successively along water inlet direction thereon
Filter 7 and force (forcing) pump 8 are connected with, 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 pad is provided between the pipe collar and water inlet pipe；The spray pipeline 2 is coating steel pipe or PP-R pipes；Shower
Road length determines that force (forcing) pump size is selected according to rotatable atomizer quantity according to live balcony girth.
Referring to shown in Fig. 3 and Fig. 4, the connection component includes the He of outer connector 5 on the column of climbing frame that is fastened and connected
The interconnecting piece 6 being connected on the inside of outer connector；The outer connector is in Contraband shape, and its back interval is provided with two connecting holes, two
End is respectively welded with a buckle；The buckle is horizontally disposed, by two semi-circular part make-ups in a ring, two semi-circular parts
One connection end is articulated and connected, another connection end is connect in succession by screw rod silk；The interconnecting piece takes the shape of the letter U, middle arc sections engaging
On the outer wall of spray pipeline, the connecting hole that both ends are each passed through on outer connector and fastened by nut；The interior connection
The radian of the radian of the arc sections of part and the outer wall of spray pipeline mutually agrees with；The arc sections of the interconnecting piece and spray pipeline
The first pad is lined between outer wall.
Construction method of the present utility model：
Step 1：Construction hydraulic climbing scaffold 1.
Step 2：Connection component is connected on hydraulic climbing scaffold 1.
Step 3：Spray pipeline 2 through 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 with running water water source.
Step 9：Running water water source progress structural concrete is opened to conserve to partly maintenance completion in position to be conserved.
Step 10：Close running water water source.
Step 11：Remove force (forcing) pump.
Step 12：Hydraulic climbing scaffold climbs upwards.
Step 13：Lifted and reconnect force (forcing) pump.
Step 14：Repeat step nine is completed to step 13 to all position maintenances to be conserved.
Claims (9)
1. a kind of high-level structure storage concrete curing system, including it is located at the hydraulic climbing scaffold that structure treats curing concrete surrounding（1）, its
It is characterised by：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, in closed ring, the spray pipeline（2）Treat 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 switchs provided 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, its back interval are provided with two connecting holes, both ends and are respectively welded with a buckle；
The buckle is horizontally disposed, by two semi-circular part make-ups in a ring, a connection end of two semi-circular parts is articulated and connected,
Another connection end 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, middle arc sections are fastened on the outer wall of spray pipeline, both ends are each passed through on outer connector connecting hole simultaneously 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 the radian of arc sections and the outer wall of spray pipeline mutually agrees 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 pad 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 connects with running water water source, has been sequentially communicated filter and force (forcing) pump along water inlet direction thereon, 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 with water inlet pipe, and the second pad is provided 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.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720485541.7U CN206707311U (en) | 2017-05-04 | 2017-05-04 | A kind of high-level structure storage concrete curing system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201720485541.7U CN206707311U (en) | 2017-05-04 | 2017-05-04 | A kind of high-level structure storage concrete curing system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206707311U true CN206707311U (en) | 2017-12-05 |
Family
ID=60465154
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201720485541.7U Expired - Fee Related CN206707311U (en) | 2017-05-04 | 2017-05-04 | A kind of high-level structure storage concrete curing system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206707311U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108798046A (en) * | 2017-05-04 | 2018-11-13 | 中建城市建设发展有限公司 | A kind of high-level structure storage concrete curing system and its construction method |
-
2017
- 2017-05-04 CN CN201720485541.7U patent/CN206707311U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108798046A (en) * | 2017-05-04 | 2018-11-13 | 中建城市建设发展有限公司 | A kind of high-level structure storage concrete curing system and its construction method |
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Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20171205 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |