CN106193253A - A kind of construction method of pipe gallery drainage pipeline - Google Patents
A kind of construction method of pipe gallery drainage pipeline Download PDFInfo
- Publication number
- CN106193253A CN106193253A CN201610664522.0A CN201610664522A CN106193253A CN 106193253 A CN106193253 A CN 106193253A CN 201610664522 A CN201610664522 A CN 201610664522A CN 106193253 A CN106193253 A CN 106193253A
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- China
- Prior art keywords
- steel
- buttress
- construction
- chute
- drainage pipeline
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Classifications
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- E—FIXED CONSTRUCTIONS
- E03—WATER SUPPLY; SEWERAGE
- E03F—SEWERS; CESSPOOLS
- E03F3/00—Sewer pipe-line systems
- E03F3/06—Methods of, or installations for, laying sewer pipes
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/46—Foundations for supply conduits or other canals
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- Engineering & Computer Science (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Structural Engineering (AREA)
- Health & Medical Sciences (AREA)
- Hydrology & Water Resources (AREA)
- Public Health (AREA)
- Water Supply & Treatment (AREA)
- Sewage (AREA)
- Lining And Supports For Tunnels (AREA)
Abstract
It is an object of the present invention to provide a kind of construction method for pipe gallery drainage pipeline, it is characterised in that described construction method comprises the following steps: A, making concrete buttress, reserved back-grouting hole on concrete buttress；B, utilize I-steel and steel construction chute composition arrangement for adjusting height, and the steel structure support being used for fixing drainage pipeline is fixed on this arrangement for adjusting height；C, utilize arrangement for adjusting height that steel structure support is adjusted to the setting height(from bottom) preset, use non-shrinkage concrete to fill between steel structure support and concrete buttress closely knit；D, by fixing steel band, drainage pipeline is arranged on steel structure support.The present invention is by the setting height(from bottom) between regulation I-steel and steel construction chute, it is possible to resolve the constructional difficulties that multiple buttress construction reference, construction error are brought to pipeline construction, improves the safety of pipeline.
Description
Technical field
The present invention relates to the technical field of pipe gallery drainage pipeline, a kind of pipe gallery drainage pipeline
Construction method.
Background technology
In the pipe gallery including drainage pipeline in, drainage pipeline is not fixed relative to position with piping lane base plate, and buttress is arranged
Precision requires height, and is difficulty with the standardized construction of buttress or support.Concrete buttress construction error is relatively big, different size
Steel structure support there is the problems such as built-in fitting, processing and fixed precision.Multiple buttress construction reference, construction error bring construction
Difficulty, may cause pipeline discontinuity simultaneously, affect the safe operation of pipeline.
Summary of the invention
It is an object of the present invention to provide the construction method of a kind of pipe gallery drainage pipeline, on concrete buttress, by setting
Put I-steel, steel construction chute, it is achieved standardization steel structure support scalable, thus meet the installation of pipe gallery drainage pipeline
Requirement.
To achieve these goals, the technical scheme is that the construction method of a kind of pipe gallery drainage pipeline, its
It is characterised by that described construction method comprises the following steps:
A, making concrete buttress, reserved back-grouting hole on concrete buttress；
B, utilize I-steel and steel construction chute composition arrangement for adjusting height, utilize on concrete buttress reserved back-grouting hole
This arrangement for adjusting height is installed, and the steel structure support being used for fixing drainage pipeline is fixed on this arrangement for adjusting height；
C, utilize arrangement for adjusting height that steel structure support is adjusted to the setting height(from bottom) preset, steel structure support and concrete buttress
Between use non-shrinkage concrete fill closely knit；
D, by fixing steel band, drainage pipeline is arranged on steel structure support.
According to a preferred embodiment of the invention, in step B, arrangement for adjusting height includes I-steel and matches with I-steel
Close the steel construction chute arranged, in back-grouting hole reserved on concrete buttress, I-steel is set, and carries out concrete secondary
Grouting is fixing, and steel structure support and the steel construction chute arranged that matches with I-steel weld mutually.
According to a preferred embodiment of the invention, concrete buttress has been arranged side by side two back-grouting holes, each secondary
Arranging an I-steel in grout hole, steel structure support both sides are all welded with steel construction chute, and every I-steel and steel construction prop up
The steel construction chute of frame side connects.
According to a preferred embodiment of the invention, described I-steel includes the edge of a wing, inner side, outer side wing edge and connects inboard wing
Edge and the web of outer side wing edge, described steel construction chute includes the substrate welded with steel structure support side, and the two ends of substrate set
Being equipped with chute, inside described I-steel, the chute at described steel construction chute two ends is inserted at the two ends on the edge of a wing respectively.
According to a preferred embodiment of the invention, steel construction chute is provided with bolt hole, steel construction chute and I-steel it
Between be bolted.
According to a preferred embodiment of the invention, concrete buttress is connected with pipe gallery base plate by embedded bar.
The present invention is on concrete buttress, by arranging I-steel, steel construction chute, it is achieved standardization steel structure support can
Regulation, thus meet pipe gallery drainage pipeline requirement is set.The present invention is by between regulation I-steel and steel construction chute
Setting height(from bottom), it is possible to resolve multiple buttress construction reference, construction error water supply and sewerage pipeline are constructed the constructional difficulties brought, improve row
The safety of waterpipe.
Accompanying drawing explanation
Fig. 1 is the structural representation of present example.
Fig. 2 is I-I profile in Fig. 1.
Fig. 3 is II-II profile in Fig. 1.
Detailed description of the invention
The invention will be further described with embodiment below in conjunction with the accompanying drawings.
The present invention is the construction method of a kind of pipe gallery drainage pipeline, it is characterised in that described construction method includes following
Step: A, making concrete buttress 1, reserved back-grouting hole 2 on concrete buttress 1；B, utilize I-steel and steel construction sliding
Groove composition arrangement for adjusting height, and the steel structure support 5 being used for fixing drainage pipeline is fixed on this arrangement for adjusting height；C、
Utilize arrangement for adjusting height steel structure support 5 is adjusted to the setting height(from bottom) preset, steel structure support 5 and concrete buttress 1 it
Between use non-shrinkage concrete 8 fill closely knit；D, by fixing steel band 9, drainage pipeline 10 is arranged on steel structure support 5.
According to a preferred embodiment of the invention, on concrete buttress 1, reserved attachment structure is reserved on concrete buttress
Back-grouting hole 2, arrangement for adjusting height includes I-steel 3 and the steel construction chute 4 arranged that matches with I-steel 3, coagulation
I-steel 3 is set in back-grouting hole 2 reserved on soil buttress 1, and carries out concrete seven back-grouting and fix, steel structure support 5
And the steel construction chute 4 phase welding arranged that matches with I-steel 3.
Fig. 1, Fig. 2 and Fig. 3 show by the present invention make for pipe gallery drainage pipeline buttress.Concrete buttress
1 is connected with pipe gallery base plate 11 by embedded bar, reserved two back-grouting holes 2 on concrete buttress 1；Each secondary fills
Slurry hole 2 is fixed an I-steel 3, and uses non-shrinkage concrete 7 to fill real；Steel construction chute 4 and steel knot with bolt hole
Structure support 5 welds；I-steel 3 both sides flange plate is inserted in the chute at steel construction chute 4 two ends, adjusts size B with satisfied row
Waterpipe designed elevation, uses fixing bolt 6 to tighten fixing between I-steel 3 and steel construction chute 4；Steel structure support 5 He
Non-shrinkage concrete 8 is used to fill closely knit between concrete buttress 1；After non-shrinkage concrete Final 8 degree is formed, utilize fixing steel band
9 fix a drainpipe 10.Arranging two boss on steel structure support 5, arrange support seat between two boss, drainage pipeline 10 is put
Putting in the bearing between two boss, fixing steel band 9 is wound on the outside of drainage pipeline 10, and the two ends of fixing steel band 9 are fixed
On the boss of steel structure support 5.
According to a preferred embodiment of the invention, described I-shaped 3 ladle includes the edge of a wing, inner side, outer side wing edge and connects inboard wing
Edge and the web of outer side wing edge, described steel construction chute 4 includes the substrate welded with steel structure support side, the two ends court of substrate
Being provided with chute in outward direction, inside described I-steel, the cunning at described steel construction chute two ends is inserted at the two ends on the edge of a wing respectively
Groove.
In figure, A is the height of concrete buttress 1, and B is the height bottom drainage pipeline 10 to concrete buttress 1 top, and C is
To the height of pipe gallery base plate 11 bottom drainage pipeline 10.
Above content is to combine concrete preferred implementation further description made for the present invention, it is impossible to assert
The present invention is embodied as being confined to these explanations above-mentioned.For general technical staff of the technical field of the invention,
Without departing from the inventive concept of the premise, it is also possible to make some simple deduction or replace, all should be considered as belonging to the present invention
Protection domain.
Claims (6)
1. the construction method of a pipe gallery drainage pipeline, it is characterised in that described construction method comprises the following steps:
A, making concrete buttress, reserved back-grouting hole on concrete buttress；
B, utilize I-steel and steel construction chute composition arrangement for adjusting height, utilize on concrete buttress reserved back-grouting hole
This arrangement for adjusting height is installed, and the steel structure support being used for fixing drainage pipeline is fixed on this arrangement for adjusting height；
C, utilize arrangement for adjusting height that steel structure support is adjusted to the setting height(from bottom) preset, steel structure support and concrete buttress
Between use non-shrinkage concrete fill closely knit；
D, by fixing steel band, drainage pipeline is arranged on steel structure support.
A kind of construction method for pipe gallery drainage pipeline buttress, it is characterised in that: step
In B, arrangement for adjusting height includes I-steel and the steel construction chute arranged that matches with I-steel, reserved on concrete buttress
Back-grouting hole in I-steel is set, and it is fixing to carry out concrete secondary grouting, steel structure support and matching with I-steel
The steel construction chute arranged welds mutually.
A kind of construction method for pipe gallery drainage pipeline buttress, it is characterised in that: coagulation
It is arranged side by side two back-grouting holes on soil buttress, an I-steel, steel structure support two have been set in each back-grouting hole
Side is all welded with steel construction chute, and the steel construction chute of every I-steel and steel structure support side connects.
A kind of construction method for pipe gallery drainage pipeline buttress, it is characterised in that: described
I-steel includes the edge of a wing and the web of outer side wing edge inside the edge of a wing, inner side, outer side wing edge and connection, described steel construction chute bag
Including the substrate welded with steel structure support side, the two ends of substrate are provided with chute, and inside described I-steel, the two ends on the edge of a wing are divided
Do not insert the chute at described steel construction chute two ends.
A kind of construction method for pipe gallery drainage pipeline buttress, it is characterised in that: steel is tied
It is provided with bolt hole on structure chute, is bolted between steel construction chute and I-steel.
A kind of construction method for pipe gallery drainage pipeline buttress, it is characterised in that: coagulation
Soil buttress is connected with pipe gallery base plate by embedded bar.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610664522.0A CN106193253B (en) | 2016-08-15 | 2016-08-15 | Construction method of comprehensive pipe gallery drainage pipeline |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610664522.0A CN106193253B (en) | 2016-08-15 | 2016-08-15 | Construction method of comprehensive pipe gallery drainage pipeline |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106193253A true CN106193253A (en) | 2016-12-07 |
| CN106193253B CN106193253B (en) | 2021-06-25 |
Family
ID=57514407
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610664522.0A Active CN106193253B (en) | 2016-08-15 | 2016-08-15 | Construction method of comprehensive pipe gallery drainage pipeline |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106193253B (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106759385A (en) * | 2017-01-16 | 2017-05-31 | 温州市龙湾大地绿化有限公司 | Municipal drainage pipeline pit supporting construction |
| CN107795755A (en) * | 2017-10-11 | 2018-03-13 | 江苏士林电气设备有限公司 | A kind of piping lane support for being easy to firm installation |
| CN109914571A (en) * | 2019-03-20 | 2019-06-21 | 湖南建工集团有限公司 | A kind of basement drainage ditch formwork system, casting system and construction method |
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| CN201908447U (en) * | 2010-12-10 | 2011-07-27 | 中建六局第三建筑工程有限公司 | Lift-type horizontal safety net |
| CN202580316U (en) * | 2012-05-18 | 2012-12-05 | 中国水电顾问集团贵阳勘测设计研究院 | Saddle support for water-diversion exposed pipe |
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| CN204266225U (en) * | 2014-11-12 | 2015-04-15 | 铜陵有色金属集团铜冠建筑安装股份有限公司 | A kind of standard device installs parallels pre-embedded device |
| CA2942828A1 (en) * | 2014-03-28 | 2015-10-01 | Public Joint Stock Company "Transneft" | Stationary pipeline support |
| CN105781569A (en) * | 2016-03-28 | 2016-07-20 | 北京市政建设集团有限责任公司 | Large-diameter shield tunnel comprehensive pipe gallery and construction method thereof |
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2016
- 2016-08-15 CN CN201610664522.0A patent/CN106193253B/en active Active
Patent Citations (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US8671627B2 (en) * | 2009-07-28 | 2014-03-18 | Frederick S. Marshall | System for forming a movable slab foundation |
| CN201908447U (en) * | 2010-12-10 | 2011-07-27 | 中建六局第三建筑工程有限公司 | Lift-type horizontal safety net |
| CN202580316U (en) * | 2012-05-18 | 2012-12-05 | 中国水电顾问集团贵阳勘测设计研究院 | Saddle support for water-diversion exposed pipe |
| CN202790919U (en) * | 2012-09-12 | 2013-03-13 | 北京城建设计研究总院有限责任公司 | Adjustable pipeline fixing support for underground tunnels |
| CA2942828A1 (en) * | 2014-03-28 | 2015-10-01 | Public Joint Stock Company "Transneft" | Stationary pipeline support |
| CN204266225U (en) * | 2014-11-12 | 2015-04-15 | 铜陵有色金属集团铜冠建筑安装股份有限公司 | A kind of standard device installs parallels pre-embedded device |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN106759385A (en) * | 2017-01-16 | 2017-05-31 | 温州市龙湾大地绿化有限公司 | Municipal drainage pipeline pit supporting construction |
| CN107795755A (en) * | 2017-10-11 | 2018-03-13 | 江苏士林电气设备有限公司 | A kind of piping lane support for being easy to firm installation |
| CN107795755B (en) * | 2017-10-11 | 2019-08-13 | 江苏士林电气设备有限公司 | A kind of piping lane bracket convenient for firm installation |
| CN109914571A (en) * | 2019-03-20 | 2019-06-21 | 湖南建工集团有限公司 | A kind of basement drainage ditch formwork system, casting system and construction method |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106193253B (en) | 2021-06-25 |
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