CN106337436A - Rectangular concrete comprehensive pipe gallery prefabricated pipe sections and machining method - Google Patents
Rectangular concrete comprehensive pipe gallery prefabricated pipe sections and machining method Download PDFInfo
- Publication number
- CN106337436A CN106337436A CN201610837157.9A CN201610837157A CN106337436A CN 106337436 A CN106337436 A CN 106337436A CN 201610837157 A CN201610837157 A CN 201610837157A CN 106337436 A CN106337436 A CN 106337436A
- Authority
- CN
- China
- Prior art keywords
- groove
- prefabricated
- long
- type component
- short end
- 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.)
- Pending
Links
Classifications
-
- 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
Landscapes
- Engineering & Computer Science (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Civil Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Lining And Supports For Tunnels (AREA)
Abstract
The invention relates to rectangular concrete comprehensive pipe gallery prefabricated pipe sections and belongs to the technical field of buildings. A rectangular pipe gallery is detached into three standard members for prefabrication. Splicing is achieved through reserved connectors, holes are reserved, and connection is achieved through bolts. Waterproof structures are reserved at the seams. The pipe sections can be spliced in a mode A or a mode B, and staggered joint connection is achieved. The rectangular concrete comprehensive pipe gallery prefabricated pipe sections have the effects and advantages that the structure is simple, the whole member can be completed through only three kinds of pipe sections, manufacturing of molds in the early stage is reduced, and the cost can be greatly reduced; the waterproof effect is good, the application range is wide, and the rectangular concrete comprehensive pipe gallery prefabricated pipe sections are suitable for construction through the open cut method and the shield method; and construction is convenient, the construction speed is high, complex operation in the construction process is avoided, and the construction cost can be greatly reduced.
Description
Technical field
The invention belongs to technical field of buildings, more particularly to a kind of Rectangular Concrete pipe gallery prefabricated pipe section.
Background technology
Build the concept of underground utilities pipe gallery in city, originate from the Europe in 19th century, primarily occur in France.
Being born in the world after first underground utilities pipe gallery system in Paris since 1833, has had nearly 182 years so far
Development course.Explore, study, improve and put into practice, its technical merit full maturity, and many cities abroad through century-old
Obtain tremendous expansion, and become modernization symbol and the city public administration of flourishing urban municipal construction management abroad
A part.
Underground pipe gallery system not only solves Urban Traffic Jam Based, also greatly facilitate electric power, communication, combustion gas,
The maintenance of the urban operating mechanisms such as water supply and sewage and maintenance.Additionally, this system also has certain protection against and mitigation of earthquake disasters effect.As nineteen ninety-five Japan
During the big earthquakes in Osaka and Kobe, a large amount of house collapse in Kobe city, road are ruined, but the underground pipe gallery of locality intact nothing mostly
Damage, this significantly reduces the difficulty of the disaster relief and reconstruction after shake.Underground pipe gallery is to meeting people's livelihood primary demand and raising
City integrated bearing capacity plays an important role.
Pipe gallery construction avoids and frequently excavates road and traffic and resident are gone out due to laying and keeping in repair underground utilities
Row impacts and disturbs, and keeps the appearance of a street complete and attractive in appearance.Reduce the expense repeatedly overhauled on road surface and the maintenance of utilities pipeline
Expense.Maintain the integrity on road surface and the durability of all kinds of pipeline.It is easy to laying, increase and decrease, keeping in repair and being daily of various pipelines
Management.Pipe gallery gut line compact and reasonable arrangement, is effectively utilized the space under road, has saved urban land.Decrease
The inspection shaft of the roofbolt of road and various pipeline, room etc., the graceful landscape in city.Aerial pipeline enters ground together, reduces built on stilts
Line and the contradiction afforested.
Domestic pipe gallery construction is started late.Before reform and opening-up, normally only empty in the underground of palace
Between or large size industrial enterprise in be arranged as required to some pipeline corridors, or be only the simple comprehensive cable placed based on light current
Duct.Domestic first municipal administration synthesis pipe gallery occurs in 1994, according to the planning requirement of high-level development ＆ construction Pudong New District,
After the necessary technical data of early stage is collected and carried out related subject study, build up domestic in Shanghai Pudong New Area Zhang Yanglu
Article first, larger pipe gallery.This pipe gallery total length about 11km, is embedded under the footpath of both sides of the road.Comprehensive
Piping lane body is reinforced concrete structure, and transverse section is rectangle, by fuel chamber's (being individually for a Room, inside lay gas pipeline) with comprehensively
Room (inside laying various types of communication, electric power and upper hose) two parts form.According to the needs of pipe gallery operational management, Zhang Yanglu is comprehensive
Fire-fighting, ventilation, draining, powered lighting, monitoring management and information that the affiliated facility system closing piping lane includes in pipe gallery are received
Collection processing system etc..
In recent years, the construction criteria to civilian infrastructure in all parts of the country is constantly lifted, and numerous and confused exploration is comprehensive by building
Piping lane uses and sustainable development in the hope of reaching the intensive of the town road underground space.BeiJing ZhongGuanCun, Guangzhou College City,
The large- and-medium size cities such as Shanghai Anting New Town, Jinan, Ningbo, Shenzhen, Kunming, Nanning, Harbin, Hefei, Jiamusi have all been built
Become or be prepared for build pipe gallery.Wherein, Guangzhou College City and Shanghai Anting New Town have used for reference Pudong's Zhang Yanglu integrated pipe
Corridor construction experiences and lesson, and on the basis of drawing the more ripe design standard of the state such as Japan, build up respectively overall length 17 km and
6 km many storehouses more on a large scale or single storehouse pipe gallery system, and have started to progressively come into operation.
The General Office of the State Council announces, in August in 2015, the instruction built with regard to propulsion Urban Underground pipe gallery on the 10th
(Office of the State Council sends out (2015) No. 61).Target is to the year two thousand twenty, builds up a collection of underground pipe gallery with international most advanced level
And put into effect, " road slide fastener " problem repeatedly excavating ground is obviously improved, and pipeline safety level and ability of preventing and fighting natural adversities are bright
Aobvious lifting, successive elimination arterial street Aranea formula aerial line, urban ground landscape is clearly better.
Content of the invention
Development with pipe gallery and the transformation demand to old circuit, the construction environment of pipe gallery and condition are more next
More complicated, the excavation and cast-in-place method of current large-scale use can not meet the needs under complex environment.The present invention proposes one
Kind new segment prefabricated method is it is adaptable to open-cut and shield construction.Section of jurisdiction of the present invention can carry out industrialization in factory
Prefabricated, transport and carry out assembly to scene.Need not carry out formwork, pour, the complicated procedures of forming such as maintenance, substantially increase the effect of construction
Rate, saves time and Financial cost.
The technical solution used in the present invention is as follows:
A kind of Rectangular Concrete pipe gallery prefabricated pipe section it is characterised in that: include long hipped end mouth short end chamfering l type component, one
Font prefabricated components and long chamfer short end groove l type component；
Prefabricated chamfering connects respectively for described long hipped end mouth short end chamfering l type component and long chamfer short end groove l type component two ends
Mouth and groove interface, all prefabricated groove interface in yi word pattern prefabricated components two ends；
With a piece of yi word pattern prefabricated components as base, long hipped end mouth short end chamfering l type component, long chamfer short end groove l type structure
Prefabricated groove one end of part is attached thereto, and vertically goes up long chamfer short end groove l type component and long hipped end mouth short end chamfering l type structure
The prefabricated chamfering interface of part and above-mentioned long hipped end mouth short end chamfering l type component, long chamfer short end groove l type component prefabricated fall
Corner connection mouth connect, top with yi word pattern prefabricated components respectively with long hipped end mouth short end chamfering l type component and long chamfer short end slope
Mouth l type component overlap joint binds, and forms into a ring seal rectangle pipe gallery, between ring and ring with segment bolt by preformed hole even
Connect fixation.
Described long hipped end mouth short end chamfering l type component, long chamfer short end groove l type component and the prefabricated structure of yi word pattern
Part, is respectively arranged at two ends with longitudinal spliced bolt box and ring splice bolt preformed hole in interface, at seam crossing two ends respectively
It is provided with ring waterproof filleting groove and ring water-proof elastic gasket slot, be provided with longitudinal waterproof filleting groove inside component, outside is provided with
Longitudinal water-proof elastic gasket slot, does filleting filling waterproof in order to the later stage.
Described long hipped end mouth short end chamfering l type component, long chamfer short end groove l type component and the prefabricated structure of yi word pattern
Part, is made by water-proof concrete, is spliced into a, b amphitypy section respectively, adopts a type section and b type section to hand over when longitudinal spliced
For splicing, form fissure of displacement structure, seam crossing installs waterproof sealing gasket additional.
The composite gland bush that described sealing gasket is made from epdm gum elastic and hydro-expansive rubber.
The processing method of Rectangular Concrete pipe gallery prefabricated pipe section of the present invention is:
1) determine tube lane dimension
Determine the sectional dimension of pipe gallery according to planning, determine the thickness of tube wall.And pass through pipe thickness and tube lane dimension, really
Determine connector and use specification and the size of preformed hole；
2) determine interface size
Size according to piping lane section and piping lane stressing conditions, determine prefabricated chamfering interface size and prefabricated groove interface size；
3) elastic sealing gasket groove and filleting groove size are determined
Natural conditions according to residing for pipe thickness and piping lane, determine elastic sealing gasket groove and the size of filleting groove；
4) correction assembling
The section of jurisdiction that step 2 is processed is transported to Assembling, when splicing between section of jurisdiction, both can all be spliced into a type (b type) section and lead to
Seam connect, also can will be spaced apart for a type b type section, formed the fissure of displacement connect.During splicing, with yi word pattern prefabricated components as bottom
Seat, is connected therewith with long hipped end mouth short end chamfering l type component 1, the prefabricated groove one end of long chamfer short end groove l type component 3 respectively
Connect, vertical on connect with the prefabricated chamfering of long chamfer short end groove l type component 3 and long hipped end mouth short end chamfering l type component 1 respectively
Mouth is connected with the prefabricated chamfering interface of above-mentioned long hipped end mouth short end chamfering l type component 1, long chamfer short end groove l type component 3.
Then carry out overlap joint with a piece of yi word pattern prefabricated components 2 to bind.Finally each section of jurisdiction is fixed on by preformed hole with segment bolt
Form a ring together, be connected by preformed hole with segment bolt between each ring.
Beneficial effects of the present invention:
The present invention adopts a type section and b type section alternative splicing, forms fissure of displacement structure, is conducive to waterproof and longitudinal stress, and
Seam crossing is reserved water-proof elastic gasket slot and filleting groove respectively and is strengthened waterproof, and present configuration is simple, good water-proof effect, be suitable for
Scope is wide, easy construction, speed of application are fast, good economical benefit, it is to avoid the complex operations in work progress, can be greatly reduced and make
Valency.
Brief description
Fig. 1 is Rectangular Concrete pipe gallery prefabricated pipe section a type section of the present invention.
Fig. 2 is Rectangular Concrete pipe gallery prefabricated pipe section b type section of the present invention.
Fig. 3 is the long hipped end mouth short end chamfering l type component of Rectangular Concrete pipe gallery prefabricated pipe section of the present invention.
Fig. 4 is the yi word pattern prefabricated components of Rectangular Concrete pipe gallery prefabricated pipe section of the present invention.
Fig. 5 is the long chamfer short end groove l type component of Rectangular Concrete pipe gallery prefabricated pipe section of the present invention.
Fig. 6 is that Fig. 1 is middle in the horizontal direction prolongs the right view that vertical direction is cut open.
Fig. 7 prolongs, for Fig. 1, the top view that horizontal direction is cut open in the middle of vertical direction.
Fig. 8 is connected carefully with yi word pattern prefabricated components prefabricated groove interface for the present invention long hipped end mouth short end chamfering l type component
Section figure.
Fig. 9 is connected carefully with long chamfer short end groove l type element precast groove interface for yi word pattern prefabricated components of the present invention
Section figure.
Figure 10 is the present invention long hipped end mouth short end chamfering l type component and long chamfer short end groove l type element precast chamfering
Interface joint detail figure.
In figure, 1 is long hipped end mouth short end chamfering l type component；2 is yi word pattern prefabricated components；3 is long chamfer short end groove
L type component；4 is longitudinal spliced bolt box；5 is ring waterproof filleting groove；6 is ring water-proof elastic gasket slot；7 is vertical
To waterproof filleting groove；8 is longitudinal water-proof elastic gasket slot；9 is ring splice bolt preformed hole.
Specific embodiment
Describe the present invention with reference to the accompanying drawings and examples:
As illustrated, the technical scheme that invention adopts is as follows:
Rectangular Concrete pipe gallery prefabricated pipe section it is characterised in that: include long hipped end mouth short end chamfering l type component 1, yi word pattern
Prefabricated components 2 and long chamfer short end groove l type component 3；
Described long hipped end mouth short end chamfering l type component 1 and long chamfer short end groove l type component 3 two ends prefabricated chamfering respectively
Interface and groove interface, all prefabricated groove interface in yi word pattern prefabricated components 2 two ends；
With a piece of yi word pattern prefabricated components 2 as base, long hipped end mouth short end chamfering l type component 1, long chamfer short end groove l type
Prefabricated groove one end of component 3 is attached thereto, and vertically goes up long chamfer short end groove l type component 3 and long hipped end mouth short end chamfering l
The prefabricated chamfering interface of type component 1 and above-mentioned long hipped end mouth short end chamfering l type component 1, long chamfer short end groove l type component 3
Prefabricated chamfering interface connect, top with yi word pattern prefabricated components 2 respectively with long hipped end mouth short end chamfering l type component 1 and long end
Chamfering short end groove l type component 3 overlap joint binds, and forms into a ring seal rectangle pipe gallery, uses segment bolt between ring and ring
It is connected by preformed hole.
Described long hipped end mouth short end chamfering l type component 1, long chamfer short end groove l type component 3 and the prefabricated structure of yi word pattern
Part 2, is respectively arranged at two ends with longitudinal spliced bolt box 4 and ring splice bolt preformed hole 9 in interface, divides at seam crossing two ends
It is not provided with ring waterproof filleting groove 5 and ring water-proof elastic gasket slot 6, inside component, be provided with longitudinal waterproof filleting groove 7, outside
It is provided with longitudinal water-proof elastic gasket slot 8, do filleting filling waterproof in order to the later stage.
Described long hipped end mouth short end chamfering l type component 1, long chamfer short end groove l type component 3 and the prefabricated structure of yi word pattern
Part 2, is made by water-proof concrete, is spliced into a, b amphitypy section respectively, adopts a type section and b type section to hand over when longitudinal spliced
For splicing, form fissure of displacement structure, seam crossing installs waterproof sealing gasket additional.
The composite gland bush that described sealing gasket is made from epdm gum elastic and hydro-expansive rubber.
The processing method of Rectangular Concrete pipe gallery prefabricated pipe section of the present invention is:
1) determine tube lane dimension
Determine the sectional dimension of pipe gallery according to planning, determine the thickness of tube wall.And pass through pipe thickness and tube lane dimension, really
Determine connector and use specification and the size of preformed hole.
2) determine interface size
Size according to piping lane section and piping lane stressing conditions, determine prefabricated chamfering interface size and prefabricated groove interface size.
3) elastic sealing gasket groove and filleting groove size are determined
Natural conditions according to residing for pipe thickness and piping lane, determine elastic sealing gasket groove and the size of filleting groove.
4) correction assembling
By step 2) section of jurisdiction that processes transports to Assembling, when splicing between section of jurisdiction, both can all be spliced into a type (b type) section
Straight joint connect, also can will be spaced apart for a type b type section, formed the fissure of displacement connect；During splicing, with yi word pattern prefabricated components it is
Base, respectively with long hipped end mouth short end chamfering l type component 1, the prefabricated groove one end of long chamfer short end groove l type component 3 therewith
Connect, vertical on use the prefabricated chamfering of long chamfer short end groove l type component 3 and long hipped end mouth short end chamfering l type component 1 respectively
Interface is connected with the prefabricated chamfering interface of above-mentioned long hipped end mouth short end chamfering l type component 1, long chamfer short end groove l type component 3
Connect.Then carry out overlap joint with a piece of yi word pattern prefabricated components 2 to bind；Finally each section of jurisdiction is fixed by preformed hole with segment bolt
Form a ring together, be connected by preformed hole with segment bolt between each ring.
The above is only the preferred embodiment of the present invention it is noted that ordinary skill people for the art
For member, under the premise without departing from the principles of the invention, some improvements and modifications can also be made, these improvements and modifications also should
It is considered as protection scope of the present invention.
Claims (5)
1. a kind of Rectangular Concrete pipe gallery prefabricated pipe section it is characterised in that: include long hipped end mouth short end chamfering l type component,
Yi word pattern prefabricated components and long chamfer short end groove l type component；
Prefabricated chamfering connects respectively for described long hipped end mouth short end chamfering l type component and long chamfer short end groove l type component two ends
Mouth and groove interface, all prefabricated groove interface in yi word pattern prefabricated components two ends；
With a piece of yi word pattern prefabricated components as base, long hipped end mouth short end chamfering l type component, long chamfer short end groove l type structure
Prefabricated groove one end of part is attached thereto, and vertically goes up long chamfer short end groove l type component and long hipped end mouth short end chamfering l type structure
The prefabricated chamfering interface of part and above-mentioned long hipped end mouth short end chamfering l type component, long chamfer short end groove l type component prefabricated fall
Corner connection mouth connect, top with yi word pattern prefabricated components respectively with long hipped end mouth short end chamfering l type component and long chamfer short end slope
Mouth l type component overlap joint binds, and forms into a ring seal rectangle pipe gallery, between ring and ring with segment bolt by preformed hole even
Connect fixation.
2. Rectangular Concrete pipe gallery prefabricated pipe section according to claim 1 is it is characterised in that described long hipped end mouth
Short end chamfering l type component, long chamfer short end groove l type component and yi word pattern prefabricated components, are respectively arranged at two ends with vertical in interface
To splice bolt preformed hole and ring splice bolt preformed hole, it is respectively arranged at two ends with ring waterproof filleting groove and ring in seam crossing
Water-proof elastic gasket slot, is provided with longitudinal waterproof filleting groove inside component, outside is provided with longitudinal water-proof elastic gasket slot, in order to
Later stage does filleting filling waterproof.
3. Rectangular Concrete pipe gallery prefabricated pipe section according to claim 1 is it is characterised in that described long hipped end mouth
Short end chamfering l type component, long chamfer short end groove l type component and yi word pattern prefabricated components, are made by water-proof concrete, point
It is not spliced into a, b amphitypy section, when longitudinal spliced, adopts a type section and b type section alternative splicing, form fissure of displacement structure, seam
Place installs waterproof sealing gasket additional.
4. Rectangular Concrete pipe gallery prefabricated pipe section according to claim 3 is it is characterised in that described sealing gasket selects
The composite gland bush made with epdm gum elastic and hydro-expansive rubber.
5. the processing method of Rectangular Concrete pipe gallery prefabricated pipe section according to claim 1 is:
1) determine tube lane dimension
Determine the sectional dimension of pipe gallery according to planning, determine the thickness of tube wall；
And pass through pipe thickness and tube lane dimension, determine that connector uses specification and the size of preformed hole；
2) determine interface size
Size according to piping lane section and piping lane stressing conditions, determine prefabricated chamfering interface size and prefabricated groove interface size；
3) elastic sealing gasket groove and filleting groove size are determined
Natural conditions according to residing for pipe thickness and piping lane, determine elastic sealing gasket groove and the size of filleting groove；
4) correction assembling
The section of jurisdiction that step 2 is processed is transported to Assembling, when splicing between section of jurisdiction, both can all be spliced into a type (b type) section and lead to
Seam connect, also can will be spaced apart for a type b type section, formed the fissure of displacement connect；
During splicing, with yi word pattern prefabricated components as base, respectively with long hipped end mouth short end chamfering l type component 1, long chamfer
The prefabricated groove one end of short end groove l type component 3 is attached thereto, vertical on use long chamfer short end groove l type component 3 respectively and grow
The prefabricated chamfering interface of hipped end mouth short end chamfering l type component 1 is short with above-mentioned long hipped end mouth short end chamfering l type component 1, long chamfer
The prefabricated chamfering interface of hipped end mouth l type component 3 connects；
Then carry out overlap joint with a piece of yi word pattern prefabricated components 2 to bind；
Finally by preformed hole, each section of jurisdiction is fixed together with segment bolt and forms a ring, passed through with segment bolt between each ring
Preformed hole is connected.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610837157.9A CN106337436A (en) | 2016-09-21 | 2016-09-21 | Rectangular concrete comprehensive pipe gallery prefabricated pipe sections and machining method |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201610837157.9A CN106337436A (en) | 2016-09-21 | 2016-09-21 | Rectangular concrete comprehensive pipe gallery prefabricated pipe sections and machining method |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN106337436A true CN106337436A (en) | 2017-01-18 |
Family
ID=57839928
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201610837157.9A Pending CN106337436A (en) | 2016-09-21 | 2016-09-21 | Rectangular concrete comprehensive pipe gallery prefabricated pipe sections and machining method |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN106337436A (en) |
Cited By (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107653903A (en) * | 2017-09-30 | 2018-02-02 | 沈阳建筑大学 | Class rectangle pipe gallery section of jurisdiction attachment structure and assemble method |
| CN108331020A (en) * | 2018-04-03 | 2018-07-27 | 沈阳建筑大学 | Rectangular section underground pipe gallery tube wall segmentation and connection type |
| CN108331019A (en) * | 2018-04-03 | 2018-07-27 | 沈阳建筑大学 | Rectangular section pipe gallery tube wall segmentation is connected with multilayer flashing node |
| CN109577452A (en) * | 2018-11-22 | 2019-04-05 | 东南大学 | Reinforce the prefabricated pipe section structure and its assembled reinforcement means of subdrainage box drain |
| CN109882195A (en) * | 2019-03-27 | 2019-06-14 | 浙江大学城市学院 | A kind of assembled big cross section rectangle pipe jacking tube coupling and construction method |
| CN109914477A (en) * | 2019-04-02 | 2019-06-21 | 成都泽瀚科技有限公司 | Underground pipe gallery precast assembly pipeline |
| CN111042205A (en) * | 2019-12-12 | 2020-04-21 | 上海市基础工程集团有限公司 | Splicing connection and fastening method for prefabricated box culvert |
Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2005188065A (en) * | 2003-12-24 | 2005-07-14 | Shimizu Corp | Construction method for underground tank, and underground tank |
| CN104805866A (en) * | 2015-04-30 | 2015-07-29 | 黑龙江宇辉新型建筑材料有限公司 | Prefabricated comprehensive pipe gallery and construction method |
| 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 |
| CN105569076A (en) * | 2016-02-20 | 2016-05-11 | 深圳华瀚城市综合管廊技术研究开发有限公司 | Pipe gallery prefabricated parts and assembly type rectangular 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 |
| CN206128117U (en) * | 2016-09-21 | 2017-04-26 | 沈阳建筑大学 | Prefabricated section of jurisdiction of rectangle concrete utility tunnel |
-
2016
- 2016-09-21 CN CN201610837157.9A patent/CN106337436A/en active Pending
Patent Citations (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2005188065A (en) * | 2003-12-24 | 2005-07-14 | Shimizu Corp | Construction method for underground tank, and underground tank |
| CN104805866A (en) * | 2015-04-30 | 2015-07-29 | 黑龙江宇辉新型建筑材料有限公司 | Prefabricated comprehensive pipe gallery and construction method |
| 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 |
| CN105569076A (en) * | 2016-02-20 | 2016-05-11 | 深圳华瀚城市综合管廊技术研究开发有限公司 | Pipe gallery prefabricated parts and assembly type rectangular 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 |
| CN206128117U (en) * | 2016-09-21 | 2017-04-26 | 沈阳建筑大学 | Prefabricated section of jurisdiction of rectangle concrete utility tunnel |
Non-Patent Citations (1)
| Title |
|---|
| 雷升祥: "《综合管廊与管道盾构》", 31 July 2015 * |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107653903A (en) * | 2017-09-30 | 2018-02-02 | 沈阳建筑大学 | Class rectangle pipe gallery section of jurisdiction attachment structure and assemble method |
| CN108331020A (en) * | 2018-04-03 | 2018-07-27 | 沈阳建筑大学 | Rectangular section underground pipe gallery tube wall segmentation and connection type |
| CN108331019A (en) * | 2018-04-03 | 2018-07-27 | 沈阳建筑大学 | Rectangular section pipe gallery tube wall segmentation is connected with multilayer flashing node |
| CN109577452A (en) * | 2018-11-22 | 2019-04-05 | 东南大学 | Reinforce the prefabricated pipe section structure and its assembled reinforcement means of subdrainage box drain |
| CN109577452B (en) * | 2018-11-22 | 2023-12-01 | 东南大学 | Prefabricated segment structure for reinforcing underground drainage square ditch and assembly type reinforcing method thereof |
| CN109882195A (en) * | 2019-03-27 | 2019-06-14 | 浙江大学城市学院 | A kind of assembled big cross section rectangle pipe jacking tube coupling and construction method |
| CN109914477A (en) * | 2019-04-02 | 2019-06-21 | 成都泽瀚科技有限公司 | Underground pipe gallery precast assembly pipeline |
| CN111042205A (en) * | 2019-12-12 | 2020-04-21 | 上海市基础工程集团有限公司 | Splicing connection and fastening method for prefabricated box culvert |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN106337436A (en) | Rectangular concrete comprehensive pipe gallery prefabricated pipe sections and machining method | |
| CN107859065A (en) | A kind of ultra-high performance concrete precast assembly pipe gallery and construction method | |
| CN106677209A (en) | Intelligent comprehensive pre-fabricating pipe gallery and construction technique thereof | |
| CN208088344U (en) | With waterproof, the underground pipe gallery structure of drain function | |
| CN206128117U (en) | Prefabricated section of jurisdiction of rectangle concrete utility tunnel | |
| CN205894103U (en) | Prefabricated parabola type utility tunnel | |
| CN205296347U (en) | Arrangement structure that utility tunnel internal drain pipe said | |
| CN109296006A (en) | The double-deck assembly concrete pipe gallery | |
| CN207392241U (en) | A kind of ultra-high performance concrete precast assembly pipe gallery | |
| CN109695256A (en) | Three circular shields build pipe gallery | |
| CN209227606U (en) | Wall construction plate and shell connecting node in assembly concrete pipe gallery | |
| CN109372021A (en) | Assembly concrete bilayer pipe gallery shell and media layer damage plate connecting node | |
| CN211057848U (en) | Circular utility tunnel extensible structure of individual layer | |
| CN209816915U (en) | Double-circular shield construction comprehensive pipe gallery | |
| CN209227601U (en) | Wall construction plate in the double-deck assembly concrete pipe gallery | |
| CN209145605U (en) | The round more cabin pipe galleries of shield-tunneling construction | |
| CN209816912U (en) | Three-circular shield construction comprehensive pipe gallery | |
| CN209227603U (en) | The double-deck assembly concrete pipe gallery | |
| CN105908778A (en) | Comprehensive pipe rack for corrugated spiral pipe structure | |
| CN209227609U (en) | Pipe gallery king's font concrete slab | |
| CN209227602U (en) | The shell connecting node of assembly concrete bilayer pipe gallery | |
| CN209227607U (en) | Multilayer assembly concrete pipe gallery bottom gusset | |
| CN109629600A (en) | Double Circle shield builds pipe gallery | |
| CN209227605U (en) | Assembly concrete bilayer pipe gallery shell and media layer damage plate connecting node | |
| CN209227608U (en) | Wall construction plate and media layer damage plate connecting node in concrete pipe gallery |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C06 | Publication | ||
| PB01 | Publication | ||
| C10 | Entry into substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| RJ01 | Rejection of invention patent application after publication | ||
| RJ01 | Rejection of invention patent application after publication |
Application publication date: 20170118 |