CN106088143A - A kind of construction method for pipe gallery drainage pipeline buttress - Google Patents
A kind of construction method for pipe gallery drainage pipeline buttress Download PDFInfo
- Publication number
- CN106088143A CN106088143A CN201610664524.XA CN201610664524A CN106088143A CN 106088143 A CN106088143 A CN 106088143A CN 201610664524 A CN201610664524 A CN 201610664524A CN 106088143 A CN106088143 A CN 106088143A
- Authority
- CN
- China
- Prior art keywords
- steel
- buttress
- chute
- drainage pipeline
- construction
- 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.)
- Granted
Links
- 238000010276 construction Methods 0.000 title claims abstract description 53
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 89
- 239000010959 steel Substances 0.000 claims abstract description 89
- 239000000758 substrate Substances 0.000 claims description 6
- 230000015271 coagulation Effects 0.000 claims description 3
- 238000005345 coagulation Methods 0.000 claims description 3
- 239000002689 soil Substances 0.000 claims description 3
- 238000005516 engineering process Methods 0.000 description 1
- 239000011440 grout Substances 0.000 description 1
- 238000000034 method Methods 0.000 description 1
- 239000002002 slurry Substances 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Classifications
-
- 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
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/045—Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02E—REDUCTION OF GREENHOUSE GAS [GHG] EMISSIONS, RELATED TO ENERGY GENERATION, TRANSMISSION OR DISTRIBUTION
- Y02E10/00—Energy generation through renewable energy sources
- Y02E10/20—Hydro energy
Abstract
It is an object of the present invention to provide a kind of construction method for pipe gallery drainage pipeline buttress, it is characterised in that described construction method comprises the following steps: A, making concrete buttress, reserved attachment structure on concrete buttress；B, utilize described attachment structure rational height adjusting means, 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.The present invention is by the setting height(from bottom) between regulation I-steel and steel construction chute, it is possible to resolve multiple buttress construction reference, construction error bring constructional difficulties, improves the safety of pipeline.
Description
Technical field
The present invention relates to the technical field of the buttress of pipe gallery drainage pipeline, specifically one is for pipe gallery
The construction method of drainage pipeline buttress.
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 a kind of construction method for pipe gallery drainage pipeline buttress, at concrete buttress
On, by arranging I-steel, steel construction chute, it is achieved standardization steel structure support scalable, thus meet pipe gallery draining
Pipeline buttress requirement is set.
To achieve these goals, the technical scheme is that a kind of executing for pipe gallery drainage pipeline buttress
Work method, it is characterised in that described construction method comprises the following steps:
A, making concrete buttress, reserved attachment structure on concrete buttress；
B, utilize described attachment structure rational height adjusting means, and the steel structure support being used for fixing drainage pipeline is fixed on
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.
According to a preferred embodiment of the invention, in step A, on concrete buttress, reserved attachment structure is concrete buttress
Upper reserved back-grouting hole.
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 buttress requirement is set.The present invention is by regulation I-steel and steel construction chute
Between setting height(from bottom), it is possible to resolve multiple buttress construction reference, construction error bring constructional difficulties, improve the safety of pipeline.
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 a kind of construction method for pipe gallery drainage pipeline buttress, it is characterised in that described construction method
Comprise the following steps: A, making concrete buttress 1, reserved attachment structure on concrete buttress 1；B, utilize described attachment structure
Rational height adjusting means, and the steel structure support 5 being used for fixing drainage pipeline is fixed on this arrangement for adjusting height；C, profit
With arrangement for adjusting height, steel structure support 5 is adjusted to the setting height(from bottom) preset, between steel structure support 5 and concrete buttress 1
Non-shrinkage concrete 8 is used to fill closely knit.
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 (7)
1. the construction method for pipe gallery drainage pipeline buttress, it is characterised in that described construction method includes following step
Rapid:
A, making concrete buttress, reserved attachment structure on concrete buttress；
B, utilize described attachment structure rational height adjusting means, and the steel structure support being used for fixing drainage pipeline is fixed on
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.
A kind of construction method for pipe gallery drainage pipeline buttress, it is characterised in that: step
In A, on concrete buttress, reserved attachment structure is reserved back-grouting hole on concrete buttress.
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 |
|---|---|---|---|
| CN201610664524.XA CN106088143B (en) | 2016-08-15 | 2016-08-15 | Construction method for comprehensive pipe rack drainage pipeline buttress |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610664524.XA CN106088143B (en) | 2016-08-15 | 2016-08-15 | Construction method for comprehensive pipe rack drainage pipeline buttress |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN106088143A true CN106088143A (en) | 2016-11-09 |
| CN106088143B CN106088143B (en) | 2024-01-12 |
Family
ID=57456505
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610664524.XA Active CN106088143B (en) | 2016-08-15 | 2016-08-15 | Construction method for comprehensive pipe rack drainage pipeline buttress |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106088143B (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107740439A (en) * | 2017-10-11 | 2018-02-27 | 江苏士林电气设备有限公司 | A kind of piping lane support with regulatory function |
| CN114396074A (en) * | 2021-12-22 | 2022-04-26 | 华北冶建工程建设有限公司 | Cast-in-situ formwork for pipe gallery buttress |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100840191B1 (en) * | 2007-12-24 | 2008-06-23 | 노윤근 | The bridge section expansion method of construction for which steel synthetic concrete steel pipe and this were used |
| CN103526698A (en) * | 2013-11-07 | 2014-01-22 | 天津城建大学 | Cast-in-cantilever construction 0# block concrete supporting system and construction method |
| CN104452810A (en) * | 2014-11-27 | 2015-03-25 | 中国二十冶集团有限公司 | Device and method for installing pipeline supporting pier in pipe ditch |
| CN204626453U (en) * | 2015-05-27 | 2015-09-09 | 中国五冶集团有限公司 | The supporting device of pipeline in Urban Underground pipe gallery |
| CN204728213U (en) * | 2015-05-26 | 2015-10-28 | 中铁二十二局集团第三工程有限公司 | A kind of next-door neighbour and on across both wired combined type H profile steel cast-in-place box beam bracket |
| CN105735351A (en) * | 2016-04-04 | 2016-07-06 | 深圳华瀚城市综合管廊技术研究开发有限公司 | Pipe rack installation base structure, comprehensive pipe rack and installation and construction method of comprehensive pipe rack |
-
2016
- 2016-08-15 CN CN201610664524.XA patent/CN106088143B/en active Active
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100840191B1 (en) * | 2007-12-24 | 2008-06-23 | 노윤근 | The bridge section expansion method of construction for which steel synthetic concrete steel pipe and this were used |
| CN103526698A (en) * | 2013-11-07 | 2014-01-22 | 天津城建大学 | Cast-in-cantilever construction 0# block concrete supporting system and construction method |
| CN104452810A (en) * | 2014-11-27 | 2015-03-25 | 中国二十冶集团有限公司 | Device and method for installing pipeline supporting pier in pipe ditch |
| CN204728213U (en) * | 2015-05-26 | 2015-10-28 | 中铁二十二局集团第三工程有限公司 | A kind of next-door neighbour and on across both wired combined type H profile steel cast-in-place box beam bracket |
| CN204626453U (en) * | 2015-05-27 | 2015-09-09 | 中国五冶集团有限公司 | The supporting device of pipeline in Urban Underground pipe gallery |
| CN105735351A (en) * | 2016-04-04 | 2016-07-06 | 深圳华瀚城市综合管廊技术研究开发有限公司 | Pipe rack installation base structure, comprehensive pipe rack and installation and construction method of comprehensive pipe rack |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107740439A (en) * | 2017-10-11 | 2018-02-27 | 江苏士林电气设备有限公司 | A kind of piping lane support with regulatory function |
| CN114396074A (en) * | 2021-12-22 | 2022-04-26 | 华北冶建工程建设有限公司 | Cast-in-situ formwork for pipe gallery buttress |
Also Published As
| Publication number | Publication date |
|---|---|
| CN106088143B (en) | 2024-01-12 |
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