CN207470916U - Piping lane pre-buried channel flow mounting structure - Google Patents
Piping lane pre-buried channel flow mounting structure Download PDFInfo
- Publication number
- CN207470916U CN207470916U CN201721251127.6U CN201721251127U CN207470916U CN 207470916 U CN207470916 U CN 207470916U CN 201721251127 U CN201721251127 U CN 201721251127U CN 207470916 U CN207470916 U CN 207470916U
- Authority
- CN
- China
- Prior art keywords
- conduit
- channel flow
- wood screw
- buried channel
- mounting structure
- 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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- Lining And Supports For Tunnels (AREA)
Abstract
The piping lane pre-buried channel flow mounting structure of the utility model, it is fixedly connected by wood screw from the conduit back side across conduit with template, and pass through to bind in advance and be positioned on bar-mat reinforcement, accurate positioning, pass through crowbar form removal after the completion of conduit is pre-buried, removal wood screw bar portion is cut by the mode of cutting, wood snail nail head is deposited in the concrete of the conduit back side, the pre-buried intensity of conduit can also be increased, conduit face coat will not be destroyed, the difficulty of pipeline maintenance can not only be reduced, improve the service life of pipeline, the precision and construction efficiency of pre-buried channel flow position, repair rate and operating expenses can also be reduced, production efficiency is high.
Description
Technical field
The utility model is related to a kind of piping lane pre-buried channel flow mounting structures.
Background technology
City integrated piping lane needs pre-buried channel flow to install cabling so as to follow-up electrical equipment, and traditional piping lane pre-buried channel flow passes through weldering
It is connected on to position on steel reinforcement cage in succession and fix, it is not high to be welded to connect positioning accuracy, and position is inaccurate, also yielding to lead to suspension and support not
In the same plane, pipeline normal laying effect is influenced；Pre-buried channel flow is welded to connect heavy workload, production efficiency with steel reinforcement cage
Low, welding can destroy pre-buried channel flow face coat, reduce the service life of pre-buried channel flow, can also conduit be caused to deform, it is impossible to tight
It is close to be fitted in wall surface or even the problems such as spillage occur, reprocess of high cost, construction period is long.
Invention content
Technical problem to be solved in the utility model is to provide a kind of reduction pipeline maintenance difficulty, improves pipeline and uses
Service life, accurate positioning, the high piping lane pre-buried channel flow mounting structure of production efficiency.
The piping lane pre-buried channel flow mounting structure of the utility model, including conduit, the conduit back side is provided with several fixing anchor bars,
It is characterized in that：For groove face with being fitted closely for pouring into a mould the template surface of concrete, conduit passes through wood screw and template before conduit
It is fixedly connected；Wood screw is set between the adjacent anchor pole in the conduit back side, and wood screw tip is fixedly connected on mould across conduit backboard
On plate, wood snail nail head is located on rear side of conduit backboard；
The conduit is embedded in by anchor pole in concrete, and groove face is located at concrete surface and causes outside conduit notch before conduit
Reveal, the wood snail nail head that there is cut-out to eliminate bar portion between adjacent anchor pole, wood snail nail head is cast in concrete；
The wood screw cut-out end face is equal with conduit inside groove bottom surface；
The conduit when being fixedly connected with template binds and is positioned on bar-mat reinforcement in advance；
The conduit is embedded into concrete, and wood screw bar portion removing method is cuts by cutting implement；
The form removable mode is removed for crowbar.
The piping lane pre-buried channel flow mounting structure of the utility model is consolidated by wood screw from the conduit back side across conduit with template
Fixed connection, and pass through to bind in advance and be positioned on bar-mat reinforcement, accurate positioning is cut after the completion of conduit is pre-buried by the mode of cutting
Wood snail bar bar portion is removed, wood snail nail head is deposited in the concrete of the conduit back side, can also increase the pre-buried intensity of conduit, will not break
Bad conduit face coat can not only reduce the difficulty of pipeline maintenance, improve the service life of pipeline, the precision of pre-buried channel flow position
And construction efficiency, moreover it is possible to reduce repair rate and operating expenses, production efficiency is high.
Description of the drawings
Fig. 1 is that the piping lane pre-buried channel flow mounting structure of the utility model embodiment pours into a mould wood screw connection direction before concrete
Dimensional structure diagram；
Fig. 2 is that conduit passes through wood screw before the piping lane pre-buried channel flow mounting structure of the utility model embodiment pours into a mould concrete
The dimensional structure diagram being connected in template；
Fig. 3 be the utility model embodiment piping lane pre-buried channel flow mounting structure cast concrete after form removal, cut off
The dimensional structure diagram of wood screw bar portion.
Specific embodiment
As shown in the figure, a kind of piping lane pre-buried channel flow mounting structure, including conduit 2,2 back side of conduit is provided with several fixed anchors
Bar 3, for groove face with being fitted closely for pouring into a mould 1 surface of template of concrete 5, conduit 2 is solid by wood screw 4 and template 1 before conduit 2
Fixed connection；Wood screw 4 is set between the adjacent anchor pole 3 in 2 back side of conduit, and 4 tip of wood screw is fixedly connected on across 2 backboard of conduit
In template 1,4 head of wood screw is located on rear side of 2 backboard of conduit；, fixed by wood screw from the conduit back side across conduit with template
Connection, and pass through to bind in advance and be positioned on bar-mat reinforcement, accurate positioning will not destroy conduit face coat integrality, operation side
Just.
After concrete 5 is poured into a mould, conduit 2 is embedded in by anchor pole 3 in concrete 5, and groove face is located at concrete before conduit 2
5 surfaces so that 2 notch of conduit is exposed, 4 head of wood screw that there is cut-out to eliminate bar portion between adjacent anchor pole 3, wood screw 4
Portion is cast in concrete 5；4 head of wood screw can also increase by 2 pre-buried intensity of conduit, remove in conduit and give up after cast
Material, and removal 4 bar portion of wood screw is cut, conduit face coat will not be destroyed, the difficulty of pipeline maintenance can not only be reduced, improves pipe
The service life of line；The cut-out end face of 4 bar portion of wood screw is equal with 2 inside groove bottom surface of conduit, and clears up conduit inner concrete and pour
Waste material and filler are noted, conduit cleaning inside is kept, does not interfere with conduit using effect.
Conduit 2 when being fixedly connected with template 1 binds and is positioned on bar-mat reinforcement in advance, and positioning is reliable, easy to operate；Conduit 2
It is embedded into concrete 5, to be cut by cutting implement, cut mode further prevents destroying 4 bar portion removing method of wood screw
Conduit face coat；Template 1 is removed mode and is removed for crowbar simultaneously, also for protection conduit face coat.
The piping lane pre-buried channel flow mounting structure of the utility model is consolidated by wood screw from the conduit back side across conduit with template
Fixed connection, and pass through to bind in advance and be positioned on bar-mat reinforcement, accurate positioning is cut after the completion of conduit is pre-buried by the mode of cutting
Wood snail bar bar portion is removed, wood snail nail head is deposited in the concrete of the conduit back side, can also increase the pre-buried intensity of conduit, will not break
Bad conduit face coat can not only reduce the difficulty of pipeline maintenance, improve the service life of pipeline, the precision of pre-buried channel flow position
And construction efficiency, moreover it is possible to reduce repair rate and operating expenses, production efficiency is high.
Pre-buried channel flow should be checked first, according to built-in groove point position layout drawing and elevation dimension, according to side wall reinforcing bar
Size Control line binds built-in groove on bar-mat reinforcement in advance.
During pre-buried, pre-buried rooved face should fit closely pre-buried channel flow with wooden model plate surface, be fixed using wood screw.
During concreting, should take responsible measures prevent during because pouring and vibrate pre-buried channel flow occur position offset or with
Template detaches.
After acceptance(check), using crowbar or other adapted tool form removals, pay attention to protecting wall surface and pre-buried channel flow
Face coat.
Conduit filler is cleared up, the wood screw of prominent conduit inner surface is cut using adapted tool.
This mounting means can not only reduce the difficulty of pipeline maintenance, improve service life, the pre-buried channel flow position of pipeline
Precision and construction efficiency, moreover it is possible to reduce repair rate and operating expenses.
Claims (6)
1. a kind of piping lane pre-buried channel flow mounting structure, including conduit（2）, conduit (2) back side is provided with several fixing anchor bars (3),
It is characterized in that：Groove face pours into a mould concrete with being used for before conduit (2)（5）Template（1）Surface fits closely, conduit（2）Pass through
Wood screw（4）With template（1）It is fixedly connected；Wood screw（4）It is set to conduit（2）The adjacent anchor pole in the back side（3）Between, wood screw
（4）Tip passes through conduit（2）Backboard is fixedly connected on template（1）On, wood screw (4) head is located at conduit（2）On rear side of backboard.
2. piping lane pre-buried channel flow mounting structure according to claim 1, it is characterised in that：The conduit（2）Pass through anchor pole (3)
It is embedded in concrete（5）It is interior, conduit（2）Preceding groove face is located at concrete（5）Surface causes conduit（2）Notch is exposed, adjacent anchor pole
（3）Between there is cut-out to eliminate the wood screw of bar portion（4）Head, wood screw（4））Head is cast in concrete（5）It is interior.
3. piping lane pre-buried channel flow mounting structure according to claim 2, it is characterised in that：The wood screw（4）Cut off end face
With conduit（2）Inside groove bottom surface is equal.
4. piping lane pre-buried channel flow mounting structure according to claim 1, it is characterised in that：The conduit（2）With template（1）Gu
It binds when connecting surely and is positioned on bar-mat reinforcement in advance.
5. piping lane pre-buried channel flow mounting structure according to claim 2, it is characterised in that：The conduit（2）It is embedded into coagulation
Soil（5）It is interior, wood screw（4）Bar portion removing method is cuts by cutting implement.
6. piping lane pre-buried channel flow mounting structure according to claim 1 or claim 2, it is characterised in that：The template (1) removes mode
It is removed for crowbar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721251127.6U CN207470916U (en) | 2017-09-27 | 2017-09-27 | Piping lane pre-buried channel flow mounting structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721251127.6U CN207470916U (en) | 2017-09-27 | 2017-09-27 | Piping lane pre-buried channel flow mounting structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN207470916U true CN207470916U (en) | 2018-06-08 |
Family
ID=62267223
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721251127.6U Expired - Fee Related CN207470916U (en) | 2017-09-27 | 2017-09-27 | Piping lane pre-buried channel flow mounting structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN207470916U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110629788A (en) * | 2019-09-20 | 2019-12-31 | 中国五冶集团有限公司 | Installation method for pre-buried channel of comprehensive pipe gallery |
| CN111254975A (en) * | 2020-01-18 | 2020-06-09 | 中铁十七局集团第三工程有限公司 | Construction method and fixing device for pre-buried U-shaped groove of comprehensive pipe gallery |
| CN111809895A (en) * | 2020-06-28 | 2020-10-23 | 中国二十冶集团有限公司 | Positioning device and positioning method for positioning embedded channel |
| CN114014154A (en) * | 2021-10-09 | 2022-02-08 | 上海尚孚装备机械有限公司 | Embedded point deviation-rectifying mounting groove |
-
2017
- 2017-09-27 CN CN201721251127.6U patent/CN207470916U/en not_active Expired - Fee Related
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN110629788A (en) * | 2019-09-20 | 2019-12-31 | 中国五冶集团有限公司 | Installation method for pre-buried channel of comprehensive pipe gallery |
| CN111254975A (en) * | 2020-01-18 | 2020-06-09 | 中铁十七局集团第三工程有限公司 | Construction method and fixing device for pre-buried U-shaped groove of comprehensive pipe gallery |
| CN111809895A (en) * | 2020-06-28 | 2020-10-23 | 中国二十冶集团有限公司 | Positioning device and positioning method for positioning embedded channel |
| CN114014154A (en) * | 2021-10-09 | 2022-02-08 | 上海尚孚装备机械有限公司 | Embedded point deviation-rectifying mounting groove |
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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 | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20180608 Termination date: 20210927 |