CN206233612U - Core Walls Structure cast-in-place concrete wet curing system - Google Patents
Core Walls Structure cast-in-place concrete wet curing system Download PDFInfo
- Publication number
- CN206233612U CN206233612U CN201621076268.4U CN201621076268U CN206233612U CN 206233612 U CN206233612 U CN 206233612U CN 201621076268 U CN201621076268 U CN 201621076268U CN 206233612 U CN206233612 U CN 206233612U
- Authority
- CN
- China
- Prior art keywords
- walls structure
- core walls
- pipeline
- wet curing
- shower nozzle
- 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
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Abstract
The utility model provides a kind of Core Walls Structure cast-in-place concrete wet curing system, including：Buckle,System pipeline,Shower nozzle and stop valve,Core Walls Structure outrigger is provided with climbing form system and core tube template,Climbing form system includes reinforcing bar binding platform plate,Buckle is fixed on climbing form system reinforcing bar binding platform plate bottom,Buckle is formed with pipeline perforating port,System pipeline places the pipeline perforating port,Shower nozzle and stop valve are connected with system pipeline,System pipeline carries out wet curing with the rising of climbing form system after setting up to the Core Walls Structure concrete for successively pouring,Water is from after shower nozzle ejection,From Core Walls Structure top, trickling is conserved downwards,Control to water yield and water discharging time is realized by stop valve,Solving prior art and need to relying on manpower carries out Core Walls Structure maintenance,Artificial pipelaying operation inconvenience,Engineering time is long,The technical problem of maintenance quality difference,Reach maintenance quality good,Efficiency high,Reduce construction human cost,Shorten the duration,The technique effect of saving water resource.
Description
Technical field
The utility model is related to cast-in-place concrete wet curing technical field, and in particular to a kind of Core Walls Structure cast-in-place concrete
Wet curing system.
Background technology
It is existing cast-in-place to Core Walls Structure in Core Walls Structure construction process, after Core Walls Structure is poured, it is necessary to which it is conserved
The maintenance of concrete is completed by artificial stringing, i.e., workmen draws from running water and sets water pipe and carry out wet curing, this
Maintenance method operation inconvenience, need that labor intensive is more, the engineering time is long, water resource waste is serious, and inequality of watering often occur
Situation, maintenance quality is poor, influences construction quality.
Utility model content
In view of the foregoing, the utility model provides a kind of Core Walls Structure cast-in-place concrete wet curing system, by buckle
System pipeline is set up in climbing form system reinforcing bar binding platform plate bottom, shower nozzle and stop valve is distributed with the system pipeline,
Enable wet curing system as climbing form system climbs, without repeating assembling and disassembling, be easy to according to construction demand modeling Core Walls Structure
The wet curing of cast-in-place concrete, solve prior art need to rely on manpower conserved, artificial pipelaying operation inconvenience, construction when
Between the poor technical problem of long, maintenance quality.
To achieve the above object, the utility model is adopted the technical scheme that：
A kind of Core Walls Structure cast-in-place concrete wet curing system, the Core Walls Structure outrigger is provided with climbing form system and core cylinder mould
Plate, the climbing form system includes reinforcing bar binding platform plate, and the wet curing system includes：Buckle, is fixed on climbing form system steel
Muscle colligation landing slab bottom, the buckle is formed with pipeline perforating port；System pipeline, places the pipeline perforating port, the system
System lower end of duct is higher than core tube template upper end；Shower nozzle, is connected on the system pipeline, and the shower nozzle has towards the core
The nozzle that heart cylinder is set；Stop valve, is connected on the system pipeline, to shower nozzle described in controlling switch.
Further improvement of the utility model is that the buckle offers perforation, and the bolt that snaps through places institute
Perforation is stated to lock with the reinforcing bar binding platform plate.
Of the present utility model further improvement is that the buckle includes joint portion and holding part, the joint portion
Two ends are provided with the perforation, and there are a relative two sides joint portion, and one side is provided with the holding part, another side with it is described
Reinforcing bar binding platform plate locks, and the holding part is formed with pipeline socket.
Further improvement of the utility model is that the shower nozzle is connected by T-shaped connecting leg with the system pipeline.
Of the present utility model further improvement is that the system pipeline includes that straight tube is connected group with T-shaped connecting leg interval
Into the T-shaped connecting leg includes supervisor portion and bifurcated pipe portion, and there is opposite end mouthful to be connected with straight tube respectively in the supervisor portion, described
Bifurcated pipe portion has opposite end mouthful, and Single port is connected insertion with the supervisor portion, and another port is connected with the shower nozzle.
Further improvement of the utility model is that the stop valve is connected by T-shaped connecting leg with the system pipeline.
Of the present utility model further improvement is that the system pipeline includes that straight tube is connected group with T-shaped connecting leg interval
Into the T-shaped connecting leg includes supervisor portion and bifurcated pipe portion, and there is opposite end mouthful to be connected with straight tube respectively in the supervisor portion, described
Bifurcated pipe portion has opposite end mouthful, and Single port is connected insertion with the supervisor portion, and another port is connected with the stop valve.
Of the present utility model further improvement be, the system pipeline and the reinforcing bar binding platform plate bottom away from
From being 1~3cm.
Of the present utility model further improvement is that the shower nozzle is 9~11cm with the distance on Core Walls Structure surface.
Of the present utility model further improvement is that the nozzle of the shower nozzle is configured to elongated oval.
The utility model makes it have following beneficial effect as a result of above technical scheme：
(1) system pipeline is set up in the reinforcing bar binding platform plate bottom of climbing form system by buckle, is distributed on system pipeline
Have shower nozzle, system pipeline carries out wet curing, water with the rising of climbing form system after setting up to the Core Walls Structure concrete for successively pouring
From after shower nozzle ejection, from Core Walls Structure top, trickling is conserved downwards, reaches that maintenance quality is good, efficiency high beneficial effect；System
Reused after system pipeline construction, reach reduction construction human cost, shorten duration, the beneficial effect of saving water resource.
(2) stop valve is connected on system pipeline, is realized to wet curing system water yield and water discharging time by stop valve
Control so that Core Walls Structure is after pouring and finishing, you can timely conserved within the specified time.
(3) spray nozzle is configured to elongated oval, reaches that spray area is big, sprinkling great efforts beneficial effects, enters one
Step improves maintenance quality.
Brief description of the drawings
Fig. 1 is the planar structure schematic diagram of the utility model Core Walls Structure cast-in-place concrete wet curing system.
Fig. 2 is the fixed schematic perspective view of the utility model system pipeline suspension.
Fig. 3 is the utility model buckle dimensional structure diagram.
Fig. 4 is the utility model facade structures schematic diagram.
Reference is as follows with the corresponding relation of part：
A- climbing form systems, 1- core tube templates, 2- Core Walls Structures, 3- system pipelines, 30- connecting pipes, 31- straight tubes, 32-T
Type connecting leg, 321- straight sections, 322- bifurcated pipes portion, 4- stop valves, 5- shower nozzles, 6- buckles, 7- reinforcing bar binding platform plates, 9- connections
Part, 61- holding parts, 62- joint portions, 610- pipeline sockets, 63- perforation, 64- perforation, 65- sides, 66- sides.
Specific embodiment
For the benefit of to understanding of the present utility model, illustrated below in conjunction with drawings and Examples.
Fig. 1 to Fig. 4 is referred to, the utility model provides a kind of Core Walls Structure cast-in-place concrete wet curing system, wherein：
As shown in Figures 1 to 4, in Core Walls Structure work progress, the inner ring of Core Walls Structure 2 and outer ring have set up climbing form system
A and core tube template 1, the utility model Core Walls Structure cast-in-place concrete wet curing system include system buckle 6, system pipeline 3,
Shower nozzle 5 and stop valve 4.Buckle 6 is fixed on the bottom of reinforcing bar binding platform plate 7, and the buckle is formed with pipeline socket 610, is
Road under the overall leadership 3 is placed from the pipeline socket 610, so that system pipeline 3 is set up in the bottom of reinforcing bar binding platform plate 7, construction
When according to system pipeline 3 diameter adjustment antenna height, the bottom of system pipeline 3 is consistently higher than the upper end of core tube template 1,
Do not collided with template, the normal operation of mould is not influenceed；The system pipeline 3 is spaced by straight tube 31 with T-shaped connecting leg 32
Connection composition, shower nozzle 5 and stop valve 4 are connected on system pipeline 3 by T-shaped connecting leg 32, and T-shaped connecting leg 32 includes supervisor portion 321
And bifurcated pipe portion 322, there is opposite end mouthful to be connected with two straight tubes 31 respectively in supervisor portion 321, and the bifurcated pipe portion 322 also has relative
Two-port, Single port is connected insertion with the stage casing in supervisor portion 321 so that current pass through, and another port connects with shower nozzle 5 or stop valve 4
Connect.Shower nozzle 5 is connected on system pipeline 3 according to the actual maintenance demand distribution of engineering, and shower nozzle 5 has nozzle, the nozzle direction
Core Walls Structure 2 is sprayed water, to reach the purpose to the wet curing of Core Walls Structure；Can be realized to the utility model by stop valve 4
The control of water yield and water discharging time, i.e.,：When stop valve 4 is opened, shower nozzle 5 is sprayed water, and when stop valve 4 is closed, shower nozzle 5 stops
Water spray；System pipeline 3 is circular layout along the surfaces externally and internally of Core Walls Structure 2, and a series of shower nozzle 5 is according to maintenance water requirement distribution connection
In on system pipeline 3, stop valve 4 is opened, after water sprays from shower nozzle 5 towards the surface of Core Walls Structure 2, from the top of Core Walls Structure 2 to flowing down
Drop down and conserved.
In the present embodiment, the buckle 6 includes being used to place the holding part 61 of fixed system pipeline 3 and being used to be connected to
There are relative two sides 65 and 66 joint portion 62 of the bottom of reinforcing bar binding platform plate 7, joint portion 62, and side 65 is provided with holding part
61, another side 66 is fixed with reinforcing bar binding platform plate 7, wherein, joint portion 62 is respectively provided with perforation 63 and 64 in opposite two ends,
Buckle 6 places the perforation 63 and 64 to be locked in the bottom of reinforcing bar binding platform plate 7 by bolt, and holding part 61 is formed with pipeline
Socket 610 is with fixed system pipeline 3, so that system pipeline 3 hangs on the bottom of reinforcing bar binding platform plate 7 by buckle.Buckle 6
It is additionally operable to limit the deformation and displacement of system pipeline 3 while 3 weight of system pipeline is undertaken, keeps the steady of wet curing system
It is fixed, reliable.Buckle 6 is not limited to bolt with the fixed form of reinforcing bar binding platform plate 7, can according to the actual requirements select appropriate
Fixed form.
In the present embodiment, to reach preferable maintenance effect, system pipeline 3 and the bottom of reinforcing bar binding platform plate 7 away from
From being 1~3cm, shower nozzle 5 is 9~11cm with the distance on the surface of Core Walls Structure 2.
In the present embodiment, to reach preferable maintenance effect, connector 9 is also associated between shower nozzle 5 and T-shaped connecting leg 8,
The length of the connector 9 sets according to shower nozzle 5 with the distance on the surface of Core Walls Structure 2, and falling into 9~11cm with the distance is limited.Spray
First 5 samples for being not limited to the present embodiment, shower nozzle that can be according to the actual requirements from multi-form in construction is replaced.
In the present embodiment, the nozzle of shower nozzle 5 is configured to the ellipse with elongated open, with reach spray area it is big,
Spray the beneficial effect of great efforts.
Refering to Fig. 1, in the present embodiment, the loop system pipeline 3 that is set along the inner ring of Core Walls Structure 2 with along Core Walls Structure 2 outside
A connecting pipe 30 is connected between the loop system pipeline 3 for enclosing setting, the connecting pipe 30 is provided with a stop valve 4, beats
The stop valve 4 is opened, inner ring system pipeline is connected with outer ring system pipeline, so that inner ring system pipeline and outer ring system pipeline are same
When water spray Core Walls Structure is conserved；The stop valve 4 is closed, blocking inner ring system pipeline is connected with outer ring system pipeline,
By controlling the stop valve of connection inner ring system pipeline or the stop valve of connection outer ring system pipeline, so as to realize in Core Walls Structure
Circle or the maintenance of outer ring.
Construction method of the present utility model is explained below, first according to actual maintenance demand, by being buckled in steel
Muscle colligation landing slab bottom section has hung system pipeline, and system pipeline is connected by T-shaped connecting leg and is allowed into again after the completion of setting up
It is the circulating line set along Core Walls Structure surface, then according still further to wet curing requirement connection shower nozzle and stop valve；Also can first by
The system pipeline of segmentation is connected by T-shaped connecting leg, then is hung on reinforcing bar binding platform plate bottom by buckle and make
Along the circulating line that Core Walls Structure surface is set, then according still further to wet curing requirement connection shower nozzle and stop valve.System pipeline
Material and diameter can also set according to actual demand；Shower nozzle and T-shaped connecting leg also can according to the actual requirements according between certain
Away from setting；In construction, can adjust shower nozzle spacing to reach preferable maintenance effect according to actual maintenance situation；Do not influenceing spray
Water curing system normally uses, ensure hydraulic pressure, ensure water application efficiency on the premise of, one or more stop valves can be set, pass through
Corresponding stop valve is controlled, the wet curing a part of to Core Walls Structure is realized.
The utility model is described in detail above in association with drawings and Examples, those skilled in the art can
Many variations example is made to the utility model according to the above description.Thus, some of embodiment details should not be constituted to this reality
With new restriction, the scope that the utility model will be defined using appended claims is used as protection domain of the present utility model.
Claims (10)
1. a kind of Core Walls Structure cast-in-place concrete wet curing system, the Core Walls Structure outrigger is provided with climbing form system and core cylinder mould
Plate, the climbing form system includes reinforcing bar binding platform plate, it is characterised in that the wet curing system includes：
Buckle, is fixed on climbing form system reinforcing bar binding platform plate bottom, and the buckle includes pipeline perforating port；
System pipeline, places the pipeline perforating port, and the system pipeline lower end is higher than core tube template upper end；
Shower nozzle, is connected on the system pipeline, and the shower nozzle has the nozzle set towards the Core Walls Structure；And
Stop valve, is connected on the system pipeline, to shower nozzle described in controlling switch.
2. Core Walls Structure cast-in-place concrete wet curing system according to claim 1, it is characterised in that：The buckle is opened up
There is perforation, the bolt that snaps through places the perforation with reinforcing bar binding platform plate locking.
3. Core Walls Structure cast-in-place concrete wet curing system according to claim 2, it is characterised in that：The buckle includes
Joint portion and holding part, the two ends of the joint portion are provided with the perforation, and there are relative two sides the joint portion, and one side sets
There is the holding part, another side locks with the reinforcing bar binding platform plate, and the holding part is formed with pipeline socket.
4. Core Walls Structure cast-in-place concrete wet curing system according to claim 1, it is characterised in that：The shower nozzle passes through
T-shaped connecting leg is connected with the system pipeline.
5. Core Walls Structure cast-in-place concrete wet curing system according to claim 4, it is characterised in that：The system pipeline
Composition is connected with T-shaped connecting leg interval including straight tube, the T-shaped connecting leg includes supervisor portion and bifurcated pipe portion, and the supervisor portion has phase
Two-port is connected with the straight tube respectively, the bifurcated pipe portion has opposite end mouthful, Single port is connected with the supervisor portion and passes through
Logical, another port is connected with the shower nozzle.
6. Core Walls Structure cast-in-place concrete wet curing system according to claim 1, it is characterised in that：The stop valve leads to
T-shaped connecting leg is crossed to be connected with the system pipeline.
7. Core Walls Structure cast-in-place concrete wet curing system according to claim 6, it is characterised in that：The system pipeline
Composition is connected with T-shaped connecting leg interval including straight tube, the T-shaped connecting leg includes supervisor portion and bifurcated pipe portion, and the supervisor portion has phase
Two-port is connected with straight tube respectively, the bifurcated pipe portion has opposite end mouthful, Single port is connected insertion with the supervisor portion, separately
Single port is connected with the stop valve.
8. Core Walls Structure cast-in-place concrete wet curing system according to claim 1, it is characterised in that：The system pipeline
It is 1~3cm with the distance of the reinforcing bar binding platform plate bottom.
9. Core Walls Structure cast-in-place concrete wet curing system according to claim 1, it is characterised in that：The shower nozzle and core
The distance on heart cylinder surface is 9~11cm.
10. Core Walls Structure cast-in-place concrete wet curing system according to claim 1, it is characterised in that：The shower nozzle
Nozzle is configured to elongated oval.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621076268.4U CN206233612U (en) | 2016-09-23 | 2016-09-23 | Core Walls Structure cast-in-place concrete wet curing system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621076268.4U CN206233612U (en) | 2016-09-23 | 2016-09-23 | Core Walls Structure cast-in-place concrete wet curing system |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN206233612U true CN206233612U (en) | 2017-06-09 |
Family
ID=58981974
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201621076268.4U Expired - Fee Related CN206233612U (en) | 2016-09-23 | 2016-09-23 | Core Walls Structure cast-in-place concrete wet curing system |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN206233612U (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108276024A (en) * | 2018-04-02 | 2018-07-13 | 中建八局第三建设有限公司 | A kind of climbing form system adhesion type intelligence spray maintenance device and its maintenance process |
-
2016
- 2016-09-23 CN CN201621076268.4U patent/CN206233612U/en not_active Expired - Fee Related
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108276024A (en) * | 2018-04-02 | 2018-07-13 | 中建八局第三建设有限公司 | A kind of climbing form system adhesion type intelligence spray maintenance device and its maintenance process |
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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: 20170609 |
|
| CF01 | Termination of patent right due to non-payment of annual fee |