CN109306709A - Underground pipe gallery Trunk Line and the connection cabin structure and its construction method for being in charge of line - Google Patents
Underground pipe gallery Trunk Line and the connection cabin structure and its construction method for being in charge of line Download PDFInfo
- Publication number
- CN109306709A CN109306709A CN201811460690.3A CN201811460690A CN109306709A CN 109306709 A CN109306709 A CN 109306709A CN 201811460690 A CN201811460690 A CN 201811460690A CN 109306709 A CN109306709 A CN 109306709A
- Authority
- CN
- China
- Prior art keywords
- piping lane
- cabin
- charge
- entrance
- trunk line
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- 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.)
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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
-
- 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
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D31/00—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution
- E02D31/02—Protective arrangements for foundations or foundation structures; Ground foundation measures for protecting the soil or the subsoil water, e.g. preventing or counteracting oil pollution against ground humidity or ground water
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- Engineering & Computer Science (AREA)
- Mining & Mineral Resources (AREA)
- Life Sciences & Earth Sciences (AREA)
- Civil Engineering (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Paleontology (AREA)
- Environmental & Geological Engineering (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Hydrology & Water Resources (AREA)
- Chemical & Material Sciences (AREA)
- Oil, Petroleum & Natural Gas (AREA)
- Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
Abstract
The present invention relates to a kind of underground pipe gallery Trunk Lines and the connection cabin structure and its construction method of being in charge of line, belong to Impacts Evaluation of Urban Tunnel engineering field and urban operating mechanism technical field；Diaphram wall is by the water segregation of the excavation pit soil body and excavation pit inside soil body；Tongue and groove is arranged in piping lane entrance and piping lane pipeline connections position, and piping lane Trunk Line is connect by piping lane connecting cabin with a plurality of line of being in charge of；Maintenance channel and external connection are laid in piping lane connecting cabin, asphalt road surface, top plate lower layer connect with several concrete pillar upper ends at the top of piping lane connecting cabin, and concrete pillar lower end is connect with the bottom plate of connecting cabin bottom；The beneficial effects of the invention are as follows plan as a whole all kinds of municipal pipeline planning, construction and management, the problems such as solving repeatedly intensive excavated pavement, aerial gauze, pipeline Frequent Accidents, be conducive to ensure urban safety, improve city function, beautifying city landscape, promote the intensive efficient and Transformation Development in city, may advantageously facilitate the development of city integrated piping lane.
Description
Technical field
The invention belongs to Impacts Evaluation of Urban Tunnel engineering fields and urban operating mechanism technical field, more particularly to a kind of buried pipe
Corridor Trunk Line and the connection cabin structure for being in charge of line.
Background technique
Urban transportation construction at present is like a raging fire, as country is pushed further into pipe gallery, sponge Urban strategy, China
Big and medium-sized cities will start the new round climax of underground engineering construction, and due to the scarcity of the underground space, to collection, " Urban Underground is comprehensive
The demand of the Urban Underground Complex of conjunction piping lane, Urban Underground expressway, urban underground construction space " is huge.
Cities of Foreign Countries underground space development is with a long history, mostly combines commercial facility with Large Underground transport hub and stops
Parking lot holds a variety of traffic forms in the underground space synthesis type presentation of one.In the world, Japan and America and Europe are in underground sky
Between exploitation and construction maintain the leading position, advocate and propose the synthesization and solid of underground city and urban underground space at first
Change utility strategies.Totally see have out when including many countries of underground space synthesis of multiple transportation modes or multiple functions
It is existing, there is not yet collection " Urban Underground pipe gallery, Urban Underground expressway, urban underground construction space " Urban Underground is comprehensive
Body type.Therefore, there is an urgent need to develop underground space synthesises, adapt to national green building and the strategy of sustainable development.
Summary of the invention
In order to solve above-mentioned technical problem, the present invention provides a kind of underground pipe gallery Trunk Line and the connection of being in charge of line
Cabin structure and its construction method, mainly for planning as a whole the planning of all kinds of municipal pipelines, construction and management, solve repeatedly excavated pavement,
Be conducive to ensure urban safety, improve city function, beautifying city landscape, promote the intensive efficient and Transformation Development in city, favorably
In the development for promoting city integrated piping lane.
The technical solution adopted by the invention is as follows:
A kind of underground pipe gallery Trunk Line and the connection cabin structure for being in charge of line, including Trunk Line piping lane entrance, piping lane supervisor piece, enterprise
Mouthful, piping lane be in charge of piece, be in charge of spool corridor entrance, cabin waterproof layer, bituminous pavement, top plate, concrete pillar, diaphram wall,
Bottom plate, maintenance channel, maintenance channel entrance, piping lane connecting cabin；
Pre-buried diaphram wall is a cube enclosure wall, main by the water segregation of the excavation pit soil body and excavation pit inside soil body
Pipeline piping lane entrance is connect on a pre-buried diaphram wall with piping lane connecting cabin, and multiple spool corridor entrances of being in charge of are corresponding another
It is connect on the pre-buried diaphram wall of side with piping lane connecting cabin；
Piping lane supervisor's piece by Trunk Line piping lane entrance, piping lane connecting cabin, be in charge of spool corridor entrance and a plurality of piping lane is in charge of piece company
It connects；Tongue and groove is arranged in Trunk Line piping lane entrance and piping lane supervisor's piece connecting portion, connecting portion in diaphram wall wall interiors,
Tongue and groove and tube wall by pass through bolt slot bolt connection；
To the top cast-in-site concrete roof plate of piping lane connecting cabin, top plate lower layer connect with several concrete pillar upper ends, coagulation
Native lower rod end foundation is connect with the bottom plate of connecting cabin bottom；Top plate surrounding is connect with diaphram wall, top plate top paving
If cabin waterproof layer, cabin waterproof layer upper layer asphalt road surface, the side on top plate opens up maintenance channel entrance, and maintenance is logical
The lower part of road entrance is laid in maintenance channel and piping lane connecting cabin and connect, and extends and connect with bottom plate；Construction personnel passes through entrance
Maintenance channel enters piping lane connecting cabin.
Further, the inside, top plate top of the pre-buried diaphram wall and the lower part of bottom plate are equipped with cabin waterproof
Layer.
Further, the purpose of piping lane connecting cabin is built to have connect in order to which piping lane Trunk Line is in charge of line with a plurality of piping lane
Come, establish a small-sized control centre, plans as a whole all kinds of municipal pipeline planning, construction and management.
Further, the bottom plate, pre-buried diaphram wall, top plate are all made of C waterproof slightly expanded concrete and pour.
Further, the purpose of the maintenance channel is the transport for facilitating initial stage pipeline component, the maintenance of later period pipeline, pipe
The maintenance of corridor connecting cabin.
Further, the construction method of underground pipe gallery Trunk Line and the connection cabin structure for being in charge of line, comprising the following steps:
1) diaphram wall pre-buried first, by the water of the excavation pit soil body and excavation pit inside soil body and piping lane connecting cabin every
From, then carry out piping lane connecting cabin main structure excavation；
2) piping lane connecting cabin main structure bottom is laid with cabin waterproof layer, then cast-in-place concrete pillar and floor structure, coagulation
Native lower rod end base portion point is connect with bottom plate, in cast-in-place floor structure it is noted that bottom plate and diaphram wall globality；
3) it places prefabricated Trunk Line piping lane entrance and is in charge of spool corridor entrance and to Trunk Line piping lane entrance and is in charge of spool corridor
Entrance and diaphram wall connecting portion are laid with cabin waterproof layer and carry out water-proofing treatment；
4) Trunk Line piping lane entrance connecting portion setting tongue and groove is connect with piping lane section of jurisdiction, and tongue and groove and tube wall reserve bolt slot, bolt
Tongue and groove is closely connect with tube wall across reserved bolt slot；
5) it is laid with maintenance channel in piping lane connecting cabin, is laid with top plate, top plate lower layer and several concrete at the top of piping lane connecting cabin
The connection of pillar upper end, top plate surrounding closely connect with diaphram wall and carry out water-proofing treatment, and top plate upper layer is laid with cabin waterproof
Layer, cabin waterproof layer upper layer asphalt road surface.
Beneficial effects of the present invention:
Effect and advantage of the invention is all kinds of municipal pipelines planning of pool, construction and management, solves repeatedly excavated pavement, makes somebody a mere figurehead
The problems such as gauze is intensive, pipeline Frequent Accidents, is conducive to ensure urban safety, improves city function, beautifying city landscape, promotes
The intensive efficient and Transformation Development in city, may advantageously facilitate the development of city integrated piping lane.
Detailed description of the invention
Fig. 1 is a kind of underground pipe gallery Trunk Line and the connecting cabin structure front view for being in charge of line；
Fig. 2 is a kind of underground pipe gallery Trunk Line and the connecting cabin structure top view for being in charge of line；
Fig. 3 is a kind of underground pipe gallery Trunk Line and the connecting cabin structural pipeline and connecting cabin connection schematic diagram for being in charge of line；
Fig. 4 is a kind of underground pipe gallery Trunk Line and the connection cabin structure tongue and groove connection schematic diagram for being in charge of line；
In figure, 1 is main pipeline piping lane entrance；2 are responsible for piece for piping lane；3 be tongue and groove；3-1 is bolt slot；3-2 is tube wall；3-3 is
Bolt；4 are in charge of piece for piping lane；5 be to be in charge of spool corridor entrance；6 be cabin waterproof layer；7 be bituminous pavement；8 be top plate；9 be mixed
Solidifying soil pillar；10 be diaphram wall；11 be bottom plate；12 be maintenance channel；Piping lane connecting cabin (14).
Specific embodiment
The present invention will be described in detail with reference to the accompanying drawings and examples:
Embodiment: as Figure 1-Figure 4, a kind of underground pipe gallery Trunk Line and the connection cabin structure for being in charge of line, including supervisor's spool
Corridor entrance 1, piping lane supervisor piece 2, tongue and groove 3, piping lane be in charge of piece 4, be in charge of spool corridor entrance 5, cabin waterproof layer 6, bituminous pavement 7,
Top plate 8, concrete pillar 9, diaphram wall 10, bottom plate 11, maintenance channel 12, maintenance channel entrance 13, piping lane connecting cabin 14；
Pre-buried diaphram wall 10 is a cube enclosure wall, by the water segregation of the excavation pit soil body and excavation pit inside soil body,
Trunk Line piping lane entrance 1 is connect on a pre-buried diaphram wall 10 with piping lane connecting cabin 14, multiple to be in charge of spool corridor entrance 5
It is connect on the pre-buried diaphram wall 10 of the corresponding other side with piping lane connecting cabin 14；
Piping lane supervisor's piece 2 by Trunk Line piping lane entrance 1, piping lane connecting cabin 14, be in charge of spool corridor entrance 5 and be in charge of with a plurality of piping lane
Piece 4 connects；Tongue and groove 3 is arranged in Trunk Line piping lane entrance 1 and piping lane supervisor's 2 connecting portion of piece, and connecting portion is in diaphram wall
10 wall interiors, tongue and groove 3 are connect with tube wall 3-2 by the bolt 3-3 across bolt slot 3-1；
To the top cast-in-site concrete roof plate 8 of piping lane connecting cabin 14,8 lower layer of top plate connect with several 9 upper ends of concrete pillar,
9 lower end of concrete pillar is connect with the bottom plate 11 of 14 bottom of piping lane connecting cabin；8 surrounding of top plate is connect with diaphram wall 10, top
8 top of plate is laid with cabin waterproof layer 6,6 upper layer asphalt road surface 7 of cabin waterproof layer, the bituminous pavement 7 of laying for pedestrian and
Kart runs well normal through city is not influenced；Side on top plate 8 opens up maintenance channel entrance 13, maintenance channel
The lower part of entrance 13 is laid in maintenance channel 12 and piping lane connecting cabin 14 and connect, and extends and connect with bottom plate 11；Construction personnel is logical
It crosses and enters maintenance channel 12 into piping lane connecting cabin 14, facilitate transport and maintenance and the piping lane of later period pipeline of initial stage pipeline component
The maintenance of connecting cabin 14；The purpose of piping lane connecting cabin 14 is built to have connect in order to which piping lane Trunk Line is in charge of line with a plurality of piping lane
Come, establish a small-sized control centre, plans as a whole all kinds of municipal pipeline planning, construction and management；
The lower part of the inside of the pre-buried diaphram wall 10,8 top of top plate and bottom plate 11 is equipped with cabin waterproof layer 6.
The bottom plate 11, pre-buried diaphram wall 10, top plate 8 are all made of C30 waterproof slightly expanded concrete and pour.
A kind of construction method of underground pipe gallery Trunk Line and the connection cabin structure for being in charge of line, comprising the following steps:
1) diaphram wall 10 pre-buried first, by the water of the excavation pit soil body and excavation pit inside soil body and piping lane connecting cabin 14
Then isolation carries out the excavation of 14 main structure of piping lane connecting cabin；
2) 14 main structure bottom of piping lane connecting cabin is laid with cabin waterproof layer 6, then 11 knot of cast-in-place concrete pillar 9 and bottom plate
Structure, the lower terminal portion of concrete pillar 9 is connect with bottom plate 11, in cast-in-place 11 structure of bottom plate it is noted that bottom plate 11 and underground are continuous
10 globality of wall；
3) it places prefabricated Trunk Line piping lane entrance 1 and is in charge of spool corridor entrance 5 and to Trunk Line piping lane entrance 1 and is in charge of spool
Corridor entrance 5 and 10 connecting portion of diaphram wall are laid with cabin waterproof layer 6 and carry out water-proofing treatment；
4) 1 connecting portion of Trunk Line piping lane entrance setting tongue and groove 3 is connect with piping lane section of jurisdiction, and tongue and groove 3 and tube wall 3-2 reserve bolt slot
3-1, bolt 3-3 pass through reserved bolt slot 3-1 and are closely connect to tongue and groove 3 with tube wall 3-2；
5) be laid with maintenance channel 12 in piping lane connecting cabin 14, be laid with top plate 8 at the top of piping lane connecting cabin 14,8 lower layer of top plate with it is several
A 9 upper end of concrete pillar connection, 8 surrounding of top plate closely connect with diaphram wall 10 and carry out water-proofing treatment, 8 upper layer of top plate
It is laid with cabin waterproof layer 6,6 upper layer asphalt road surface 7 of cabin waterproof layer.
The above is only a preferred embodiment of the present invention, it is noted that for the ordinary skill people of the art
For member, various improvements and modifications may be made without departing from the principle of the present invention, these improvements and modifications are also answered
It is considered as protection scope of the present invention.
Claims (6)
1. a kind of underground pipe gallery Trunk Line and the connection cabin structure for being in charge of line, including Trunk Line piping lane entrance (1), piping lane are responsible for piece
(2), tongue and groove (3), piping lane are in charge of piece (4), are in charge of spool corridor entrance (5), cabin waterproof layer (6), bituminous pavement (7), top plate
(8), concrete pillar (9), diaphram wall (10), bottom plate (11), maintenance channel (12), maintenance channel entrance (13), piping lane
Connecting cabin (14), it is characterised in that:
Pre-buried diaphram wall (10) be a cube enclosure wall, by the water of the excavation pit soil body and excavation pit inside soil body every
From Trunk Line piping lane entrance (1) is connect on a pre-buried diaphram wall (10) with piping lane connecting cabin (14), multiple to be in charge of line
Piping lane entrance (5) is connect on the pre-buried diaphram wall (10) of the corresponding other side with piping lane connecting cabin (14)；
Piping lane supervisor piece (2) by Trunk Line piping lane entrance (1), piping lane connecting cabin (14), be in charge of spool corridor entrance (5) with it is a plurality of
Piping lane is in charge of piece (4) connection；Trunk Line piping lane entrance (1) and piping lane supervisor's piece (2) connecting portion setting tongue and groove (3), connection
Position passes through the bolt (3-3) across bolt slot (3-1) in diaphram wall (10) wall interiors, tongue and groove (3) and tube wall (3-2)
Connection；
To the top cast-in-site concrete roof plate (8) of piping lane connecting cabin (14), top plate (8) lower layer and several concrete pillars (9)
Upper end connection, concrete pillar (9) lower end foundation are connect with the bottom plate (11) of piping lane connecting cabin (14) bottom；Top plate (8)
Surrounding is connect with diaphram wall (10), and top plate (8) top is laid with cabin waterproof layer (6), and cabin waterproof layer (6) upper layer is laid with drip
Green road surface (7), the side on top plate (8) open up maintenance channel entrance (13), and the lower part of maintenance channel entrance (13) is laid with dimension
It repairs and is connect in channel (12) and piping lane connecting cabin (14), and extend and connect with bottom plate (11)；Construction personnel, which passes through to enter to repair, leads to
Road (12) enters piping lane connecting cabin (14).
2. a kind of underground pipe gallery Trunk Line and the connection cabin structure for being in charge of line according to claim 1, it is characterised in that: pre-buried
The lower part of the inside of diaphram wall (10), top plate (8) top and bottom plate (11) is equipped with cabin waterproof layer (6).
3. a kind of underground pipe gallery Trunk Line and the connection cabin structure for being in charge of line according to claim 1, it is characterised in that: build
The purpose of piping lane connecting cabin (14) connects in order to which piping lane Trunk Line is in charge of line with a plurality of piping lane, establishes a small-sized control
All kinds of municipal pipeline planning, construction and management are planned as a whole in center.
4. underground pipe gallery Trunk Line and the connection cabin structure for being in charge of line according to claim 1, it is characterised in that: bottom plate
(11), pre-buried diaphram wall (10), top plate (8) are all made of C30 waterproof slightly expanded concrete and pour.
5. underground pipe gallery Trunk Line and the connection cabin structure for being in charge of line according to claim 1, it is characterised in that: maintenance channel
(12) purpose is the transport for facilitating initial stage pipeline component, the maintenance of later period pipeline, the maintenance of piping lane connecting cabin (14).
6. the construction method of underground pipe gallery Trunk Line and the connection cabin structure for being in charge of line, feature exist according to claim 1
In: the following steps are included:
1) diaphram wall (10) pre-buried first, by the water of the excavation pit soil body and excavation pit inside soil body and piping lane connecting cabin
(14) it is isolated, then carries out the excavation of piping lane connecting cabin (14) main structure；
2) piping lane connecting cabin (14) main structure bottom is laid with cabin waterproof layer (6), then cast-in-place concrete pillar (9) and bottom plate
(11) structure, concrete pillar (9) lower end foundation are connect with bottom plate (11), in cast-in-place bottom plate (11) structure it is noted that bottom
Plate (11) and diaphram wall (10) globality；
3) it places prefabricated Trunk Line piping lane entrance (1) and is in charge of spool corridor entrance (5) and to Trunk Line piping lane entrance (1) and divides
Pipeline piping lane entrance (5) and diaphram wall (10) connecting portion are laid with cabin waterproof layer (6) and carry out water-proofing treatment；
4) Trunk Line piping lane entrance (1) connecting portion setting tongue and groove (3) is connect with piping lane section of jurisdiction, and tongue and groove (3) and tube wall (3-2) are pre-
It stays bolt slot (3-1), bolt (3-3) passes through reserved bolt slot (3-1) and closely connected to tongue and groove (3) and tube wall (3-2)
It connects；
5) maintenance channel (12) are laid in piping lane connecting cabin (14), are laid with top plate (8) at the top of piping lane connecting cabin (14), top plate (8)
Lower layer connect with several concrete pillar (9) upper ends, and top plate (8) surrounding closely connect and prevented with diaphram wall (10)
Water process, top plate (8) upper layer are laid with cabin waterproof layer (6), cabin waterproof layer (6) upper layer asphalt road surface (7).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811460690.3A CN109306709A (en) | 2018-12-01 | 2018-12-01 | Underground pipe gallery Trunk Line and the connection cabin structure and its construction method for being in charge of line |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201811460690.3A CN109306709A (en) | 2018-12-01 | 2018-12-01 | Underground pipe gallery Trunk Line and the connection cabin structure and its construction method for being in charge of line |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN109306709A true CN109306709A (en) | 2019-02-05 |
Family
ID=65222289
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201811460690.3A Withdrawn CN109306709A (en) | 2018-12-01 | 2018-12-01 | Underground pipe gallery Trunk Line and the connection cabin structure and its construction method for being in charge of line |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN109306709A (en) |
-
2018
- 2018-12-01 CN CN201811460690.3A patent/CN109306709A/en not_active Withdrawn
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| PB01 | Publication | ||
| PB01 | Publication | ||
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Application publication date: 20190205 |