CN106869166A - A kind of fabricated construction method for pipe gallery - Google Patents
A kind of fabricated construction method for pipe gallery Download PDFInfo
- Publication number
- CN106869166A CN106869166A CN201710111147.1A CN201710111147A CN106869166A CN 106869166 A CN106869166 A CN 106869166A CN 201710111147 A CN201710111147 A CN 201710111147A CN 106869166 A CN106869166 A CN 106869166A
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- construction
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- terrace
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Classifications
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- 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
-
- 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
- E02D29/10—Tunnels or galleries specially adapted to house conduits, e.g. oil pipe-lines, sewer pipes ; Making conduits in situ, e.g. of concrete ; Casings, i.e. manhole shafts, access or inspection chambers or coverings of boreholes or narrow wells
Abstract
The invention discloses a kind of fabricated construction method for pipe gallery, including following construction procedure：Assembling members process field construction；Custom built forms processing, exterior sheathing are installed；Member reinforcing steel bar etc. is installed；Inner template etc. is installed；Concreting, maintenance, form removal；Component converse transportation, upset, installation；Remaining cast-in-place structural construction.It is an advantage of the invention that：By assembled assembling members independently of field fabrication, constructed with reference to field cast-in-place structure, to shorten the construction period.
Description
Technical field
The present invention relates to a kind of underground city pipe gallery cast-in-place structural and precast assembly construction method, in particular,
It is to be related to a kind of fabricated construction method for pipe gallery.
Background technology
At present, the city integrated piping lane of heavy excavation form construction mainly has following several construction methods：1. conventional method
Cast-in-place structural is constructed, and progressively construction cushion coat, base plate, side wall, top board after excavation, all components are cast-in-place.Using cast-in-place structural
Advantage is relatively low construction cost, and waterproof effect is preferably, but the duration is more long, is influenceed larger by weather, it is desirable to a fairly large number of work
Industry personnel.2. precast assembly method, piping lane standard knot is segmented prefabricated, and piping lane standard knot is prefabricated in factory process, is transported after maintenance
Installed to the handling of live crane, connected using tongue and groove between standard knot.Using precast assembly method construction advantage be construction speed compared with
Hurry up, and be protected from weather influences, piping lane is prefabricated can be carried out with round-the-clock；Have the disadvantage that piping lane precast plant one-time investment is larger, and it is fixed
Pallet quantitative requirement is more, cannot otherwise meet site operation schedule requirement.Tongue and groove and rubber should be used between piping lane standard knot
Rubber sealing, water-stagnating effect is limited.3. by the piping lane fabricated construction technology of assembled-type house technical transform, using superimposed sheet generation
For conventional mould as concrete formation instrument.The method advantage is to reduce shuttering work amount, accelerating construction progress, but superimposed sheet
Be disposable input, it is impossible to secondary turnover, larger increased to cost, and superimposed sheet is needed by prefabrication, cost of transportation compared with
It is high.
City integrated piping lane is general to be built in new planning downtown roads or old town transformation, heavy excavation+support form phase
Than having unrivaled cost advantage in shield or underground excavation, but influence of the heavy excavation to neighboring buildings, road is larger, therefore
Duration is general shorter, and when being constructed using cast-in-place form, duration pressure is very big, and cost, duration cannot balance, and easily cause mistake
Control.And the newly-built prefabricated processing factory of piping lane is needed using precast assembly piping lane or is transported to scene from nonlocal processing factory, it is relatively costly,
Feasibility is relatively low.
In this case it is desirable to the construction to city integrated piping lane proposes a kind of new burst assembled piping lane construction party
Method, improves the construction speed of piping lane under conditions of not improving cost, reducing Pipe rack construction quality, by assembled assembly structure
Part is constructed independently of field fabrication with reference to field cast-in-place structure, to shorten the construction period.
The content of the invention
The present invention in view of the shortcomings of the prior art, and provide it is a kind of by will take duration piping lane side wall most long it is prefabricated plus
Work, rationally sets construction joint position, and side wall reinforcing bar, embedded part, template construction take long in solution cast-in-place piping lane construction in the past
Defect, while putting forward a kind of fabricated construction method for pipe gallery of the construction quality of High lateral wall.
A kind of fabricated construction method for pipe gallery of the invention, including following construction procedure：
A kind of fabricated construction method for pipe gallery, it is characterised in that including following construction procedure：
Step one, assembling members processing field construction；According to construction period, calculate per tooling member quantity day by day, planning processing
Scene is accumulated, and processing space is carried out smooth, and component processing district need to pour processing terrace（1）, process terrace（1）Press polish twice is needed to smear
It is flat, it is ensured that surface smoothness；Processing terrace（1）Length, width determine that standard knot can divide 10m according to member segments length
One section is made；
Step 2, custom built forms processing, exterior sheathing are installed；First, according to piping lane base plate and the physical dimension of side wall, sizing is made
Template, after template construct, in processing terrace（1）Upper installation component outboard template, install outboard template before need to terrace upper berth every
From material, such as felt, plastic foil；
Step 3, member reinforcing steel bar etc. are installed；After outboard template is installed, piping lane side wall reinforcing bar and bottom are laid according to design drawing
Plate, top board reserved joint bar, installation side wall built-in fitting, construction joint steel plate for sealing water（3）, earthing pole is welded, reserve suspension ring（4）；
Step 4, inner template etc. are installed；After the completion of working above, inner side template is installed, reinforces, concealment acceptance；
Step 5, concreting, maintenance, form removal；After concealment acceptance, concreting work is carried out, in time maintenance, during maintenance
Between determined according to drawing and code requirement；
Step 6, component converse transportation, upset, installation；After the component conservation phase arrives, can be transported to scene carries out installment work, typically
One standard segment length is 30m, and 6 prefabricated components are needed altogether；Preceding scene is installed and answers line setting, arranged component and put sideline,
Prevent from lifting off normal；
Step 7, remaining cast-in-place structural construction；After prefabricated components are put in place, the structure construction of construction joint part is carried out.Base plate
Used with the reinforcing bar of top board and be welded to connect；Base plate is constructed in two times with top board, base plate of first constructing, then sets up backplanes support system,
Roof plate template is installed, concrete roof of constructing.
Typified form makes framework using square steel in the step 2, and wood-plastic board makes surface layer and is made.
The beneficial effects of the invention are as follows：（1）, by the way that the duration piping lane side prefabricated processing of wall most long will be taken, rationally set
Construction joint position, solves side wall reinforcing bar, embedded part, template construction during conventional cast-in-place piping lane is constructed and takes long defect, while carrying
The construction quality of High lateral wall, reduces piping lane construction cost, fast and efficiently completes the construction work of Pipe rack.（2）, will dress
With formula assembling members independently of field fabrication, constructed with reference to field cast-in-place structure, to shorten the construction period.
Brief description of the drawings
Fig. 1 is prefabricated components making side view in the present invention.
Fig. 2 is prefabricated components rear and cast-in-place structural schematic diagram in place in the present invention.
In figure：Processing terrace（1）, piping lane side wall prefabricated components（2）, construction joint steel plate for sealing water（3）, suspension ring（4）, base plate
（5）, top board（6）.
Specific embodiment
Below by specific embodiment, technical scheme is described in further detail, but the present invention is simultaneously
It is not limited to embodiment.
A kind of fabricated construction method for pipe gallery of the invention, including following construction procedure：
1）Assembling members process field construction
First according to construction period, calculate per tooling member quantity day by day, plan processing space area, processing space is carried out smooth.
Component processing district need to pour processing terrace（1）, terrace need press polish twice it is floating, it is ensured that surface smoothness；Processing terrace（1）Length
Degree, width determine that standard knot can divide 10m mono- section and be made according to member segments length.
2）Custom built forms processing, exterior sheathing are installed
Principle of the invention is exactly using piping lane side wall as piping lane side wall prefabricated components（2）It is processed, side wall was fallen making,
Template demand can be reduced, while putting forward the embedded part flatness of High lateral wall construction, the perpendicularity of side wall reduces horizontal construction joint and applies
The leakage is shaken phenomenon that man-hour easily occurs.
First, according to piping lane base plate and the physical dimension of side wall, typified form is made, typified form can use square steel system
Make framework, wood-plastic board makes surface layer, or directly customization aluminum alloy mould plate coordinates support system.After template construct, in processing terrace
（1）Upper installation component outboard template, need to be in terrace upper berth isolated material, such as felt, plastic foil before installation outboard template.
3）Member reinforcing steel bar etc. is installed
After outboard template is installed, piping lane side wall reinforcing bar and base plate, top board reserved joint bar, installation side wall are laid according to design drawing
Built-in fitting, construction joint steel plate for sealing water（3）, earthing pole is welded, reserve suspension ring（4）.
4）Inner template etc. is installed
After the completion of working above, inner side template is installed, reinforces, concealment acceptance；
5）Concreting, maintenance, form removal
After concealment acceptance, concreting work is carried out, in time maintenance, curing time determines according to drawing and code requirement.
6）Component converse transportation, upset, installation
After the component conservation phase arrives, the scene that can be transported to carries out installment work, and a general standard segment length is 30m, and 6 are needed altogether
Prefabricated components.Preceding scene is installed and answers line setting, arranged component and put sideline, prevent from lifting off normal.
7）Remaining cast-in-place structural construction
After prefabricated components are put in place, the structure construction of construction joint part is carried out.The reinforcing bar of base plate and top board is used and is welded to connect.
Base plate（5）With top board（6）Construct in two times, base plate of first constructing（5）, then backplanes support system is set up, roof plate template, construction are installed
Concrete roof.
Embodiments of the invention are the foregoing is only, the scope of the claims of the invention is not thereby limited, it is every to utilize this hair
Equivalent structure or equivalent flow conversion that bright description is made, or directly or indirectly it is used in other related technology necks
Domain, is included within the scope of the present invention.
Claims (2)
1. a kind of fabricated construction method for pipe gallery, it is characterised in that including following construction procedure：
Step one, assembling members processing field construction；According to construction period, calculate per tooling member quantity day by day, planning processing
Scene is accumulated, and processing space is carried out smooth, and component processing district need to pour processing terrace, and processing terrace needs press polish twice floating, it is ensured that
Surface smoothness；Process the length of terrace, width and determine that standard knot can divide 10m mono- section and be made according to member segments length
Make；
Step 2, custom built forms processing, exterior sheathing are installed；First, according to piping lane base plate and the physical dimension of side wall, sizing is made
Template, after template construct, the installation component outboard template on processing terrace need to isolate material before installing outboard template on terrace upper berth
Material, such as felt, plastic foil；
Step 3, member reinforcing steel bar etc. are installed；After outboard template is installed, piping lane side wall reinforcing bar and bottom are laid according to design drawing
Plate, top board reserved joint bar, installation side wall built-in fitting, construction joint steel plate for sealing water weld earthing pole, reserve suspension ring；
Step 4, inner template etc. are installed；After the completion of working above, inner side template is installed, reinforces, concealment acceptance；
Step 5, concreting, maintenance, form removal；After concealment acceptance, concreting work is carried out, in time maintenance, during maintenance
Between determined according to drawing and code requirement；
Step 6, component converse transportation, upset, installation；After the component conservation phase arrives, can be transported to scene carries out installment work, typically
One standard segment length is 30m, and 6 prefabricated components are needed altogether；Preceding scene is installed and answers line setting, arranged component and put sideline,
Prevent from lifting off normal；
Step 7, remaining cast-in-place structural construction；After prefabricated components are put in place, the structure construction of construction joint part is carried out；Base plate
Used with the reinforcing bar of top board and be welded to connect；Base plate is constructed in two times with top board, base plate of first constructing, then sets up backplanes support system,
Roof plate template is installed, concrete roof of constructing.
2. a kind of fabricated construction method for pipe gallery according to claim 1, it is characterised in that the step
Typified form makes framework using square steel in rapid two, and wood-plastic board makes surface layer and is made.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710111147.1A CN106869166A (en) | 2017-02-28 | 2017-02-28 | A kind of fabricated construction method for pipe gallery |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710111147.1A CN106869166A (en) | 2017-02-28 | 2017-02-28 | A kind of fabricated construction method for pipe gallery |
Publications (1)
| Publication Number | Publication Date |
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| CN106869166A true CN106869166A (en) | 2017-06-20 |
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ID=59169121
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| Application Number | Title | Priority Date | Filing Date |
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| CN201710111147.1A Pending CN106869166A (en) | 2017-02-28 | 2017-02-28 | A kind of fabricated construction method for pipe gallery |
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Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108374435A (en) * | 2018-05-08 | 2018-08-07 | 杭州伟业建设集团有限公司 | Underground pipe gallery construction method with rainwater cabin and combustion gas cabin |
| CN108547317A (en) * | 2018-05-08 | 2018-09-18 | 中国二十冶集团有限公司 | Pipe gallery abnormal formwork construction method |
| CN108726348A (en) * | 2018-03-31 | 2018-11-02 | 浙江交工集团股份有限公司 | A kind of prefabricated overturning and hoisting method of piping lane segment prostrate |
| CN109457728A (en) * | 2018-11-16 | 2019-03-12 | 河北工程大学 | A kind of steel reinforced concrete pipe gallery quickly builds construction method |
| CN109469103A (en) * | 2019-01-16 | 2019-03-15 | 上海中森建筑与工程设计顾问有限公司 | A kind of environment-friendly type fabricated assembly overall pipe gallery and its assembly method |
| CN109505310A (en) * | 2019-01-16 | 2019-03-22 | 上海中森建筑与工程设计顾问有限公司 | A kind of environment-friendly type fabricated assembly overall pipe gallery and its assembly method |
| CN109706953A (en) * | 2019-01-21 | 2019-05-03 | 吉林建筑大学 | Mold and drawing-die construction method for assembly concrete hypogee sole plate |
| CN110924447A (en) * | 2019-11-22 | 2020-03-27 | 浙江大学 | Novel waterproof structure for construction joint of comprehensive pipe gallery and construction method |
Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100265397B1 (en) * | 1998-04-03 | 2000-09-15 | 박병무 | Precasted culvert which is grouted on the spot |
| CN105256838A (en) * | 2015-11-06 | 2016-01-20 | 深圳华瀚管廊物业服务有限公司 | Pipe gallery prefabricated members and prefabricated comprehensive pipe gallery |
| CN105780808A (en) * | 2016-03-14 | 2016-07-20 | 青岛润国生态科技发展有限公司 | Assembly type precast comprehensive pipe gallery |
| CN205474893U (en) * | 2015-12-31 | 2016-08-17 | 安徽省交通控股集团有限公司 | Four component double -hinged reinforced concrete box -type passage of assembled |
| CN205502217U (en) * | 2016-03-03 | 2016-08-24 | 中煤建筑安装工程集团有限公司 | Prefabricated corridor of prefabricated corridor component and air film ball storehouse reinforced concrete |
| KR20160103939A (en) * | 2015-02-25 | 2016-09-02 | 대한이.이엔.씨(주) | Eco-friendly precast concrete box structure |
| CN105926942A (en) * | 2016-05-13 | 2016-09-07 | 江苏中南建筑产业集团有限责任公司 | Construction method of combined aluminum/steel frame wood-plastic formwork system |
-
2017
- 2017-02-28 CN CN201710111147.1A patent/CN106869166A/en active Pending
Patent Citations (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100265397B1 (en) * | 1998-04-03 | 2000-09-15 | 박병무 | Precasted culvert which is grouted on the spot |
| KR20160103939A (en) * | 2015-02-25 | 2016-09-02 | 대한이.이엔.씨(주) | Eco-friendly precast concrete box structure |
| CN105256838A (en) * | 2015-11-06 | 2016-01-20 | 深圳华瀚管廊物业服务有限公司 | Pipe gallery prefabricated members and prefabricated comprehensive pipe gallery |
| CN205474893U (en) * | 2015-12-31 | 2016-08-17 | 安徽省交通控股集团有限公司 | Four component double -hinged reinforced concrete box -type passage of assembled |
| CN205502217U (en) * | 2016-03-03 | 2016-08-24 | 中煤建筑安装工程集团有限公司 | Prefabricated corridor of prefabricated corridor component and air film ball storehouse reinforced concrete |
| CN105780808A (en) * | 2016-03-14 | 2016-07-20 | 青岛润国生态科技发展有限公司 | Assembly type precast comprehensive pipe gallery |
| CN105926942A (en) * | 2016-05-13 | 2016-09-07 | 江苏中南建筑产业集团有限责任公司 | Construction method of combined aluminum/steel frame wood-plastic formwork system |
Cited By (10)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108726348A (en) * | 2018-03-31 | 2018-11-02 | 浙江交工集团股份有限公司 | A kind of prefabricated overturning and hoisting method of piping lane segment prostrate |
| CN108374435A (en) * | 2018-05-08 | 2018-08-07 | 杭州伟业建设集团有限公司 | Underground pipe gallery construction method with rainwater cabin and combustion gas cabin |
| CN108547317A (en) * | 2018-05-08 | 2018-09-18 | 中国二十冶集团有限公司 | Pipe gallery abnormal formwork construction method |
| CN109457728A (en) * | 2018-11-16 | 2019-03-12 | 河北工程大学 | A kind of steel reinforced concrete pipe gallery quickly builds construction method |
| CN109457728B (en) * | 2018-11-16 | 2023-04-07 | 河北工程大学 | Rapid construction method for section steel concrete comprehensive pipe gallery |
| CN109469103A (en) * | 2019-01-16 | 2019-03-15 | 上海中森建筑与工程设计顾问有限公司 | A kind of environment-friendly type fabricated assembly overall pipe gallery and its assembly method |
| CN109505310A (en) * | 2019-01-16 | 2019-03-22 | 上海中森建筑与工程设计顾问有限公司 | A kind of environment-friendly type fabricated assembly overall pipe gallery and its assembly method |
| CN109706953A (en) * | 2019-01-21 | 2019-05-03 | 吉林建筑大学 | Mold and drawing-die construction method for assembly concrete hypogee sole plate |
| CN109706953B (en) * | 2019-01-21 | 2023-10-13 | 吉林建筑大学 | Die for foundation slab of assembled concrete underground building and drawing die construction method |
| CN110924447A (en) * | 2019-11-22 | 2020-03-27 | 浙江大学 | Novel waterproof structure for construction joint of comprehensive pipe gallery and construction method |
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Application publication date: 20170620 |
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