CN108661075A - Assembled underground one corridor - Google Patents
Assembled underground one corridor Download PDFInfo
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- CN108661075A CN108661075A CN201710213017.9A CN201710213017A CN108661075A CN 108661075 A CN108661075 A CN 108661075A CN 201710213017 A CN201710213017 A CN 201710213017A CN 108661075 A CN108661075 A CN 108661075A
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- China
- Prior art keywords
- prefabricated
- corridor
- cast
- shingle nail
- piping lane
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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
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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
- E02D29/10—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 belongs to technical field of buildings, are related to a kind of assembled underground one corridor.Prefabricated piping lane channel components including supporting pile structure, in supporting pile structure and cast-in-place layer assembly, the cast-in-place layer assembly is located among supporting pile structure and prefabricated piping lane channel components and forms a fixed connection respectively with supporting pile structure and prefabricated piping lane channel components, and the prefabricated piping lane channel components and cast-in-place layer assembly surround to form a circumferentially closed corridor.Structure of the invention intensity is high, good waterproof performance.
Description
Technical field
The invention belongs to Architectural Equipment technical fields, are related to a kind of underground pipe gallery, more particularly, to a kind of assembled underground
Integrated corridor.
Background technology
Underground pipe gallery is also known as common trench, it is to implement unified planning, design, construction and maintenance, is built in Urban Underground and is used for
Lay the public utility of municipal public use pipeline.Refer to Urban Underground for concentrate laying electric power, communication, radio and television,
The public tunnel of the municipal pipelines such as water supply, draining, heating power, combustion gas.
Early in last century the '20s, Japanese capital Tokyo municipalities are just in the regional arterial road in nine sections of downtown
Under, the pipelines such as electric power, phone, water supply and coal gas are concentrated and are laid with, first, Tokyo underground pipe gallery is formd.Hereafter,
It formulates within 1963《About the special measure method for building common trench》, defining Japanese relevant departments from legal perspective need to be in traffic
Measure the main trunk road infrastructure " common trench " of the big and following possible congestion.The Tokyo national highway office of Transport Ministry subordinate is negative
The construction and management of Tokyo area backbone underground pipe gallery are blamed, the underground pipe gallery of secondary main line is then by Tokyo construction bureau
It is responsible for.
Beijing has just been laid with more than 1000 meters of pipe gallery early in 1958 under the Tian'anmen Square.2006 in Zhong Guan-cun
The pipe gallery of China mainland area Article 2 modernization has been built up in West.The pipe gallery main line grows 2 kilometers, and branch line length 1 is public
In, including the municipal pipelines such as water, electricity, hot and cold, combustion gas, communication.1994, Shanghai City government planning built first, continent
It is largest, apart from longest pipe gallery --- Pudong New District Zhang Yanglu pipe galleries.The pipe gallery overall length 11.125 is public
In, accommodate four kinds of urban pipelines such as water supply, electric power, information and coal gas.Shanghai is comprehensive under also having built up Songjiang new city exemplarily
One phase of conjunction piping lane engineering and " ring adds a line ", are always about 6 kilometers of Jiading District Anting New Town pipe gallery system.It is Chinese and new
The Suzhou Industrial Park infrastructure construction for adding slope to develop jointly, by exploitation in 10 years, underground utilities corridor was also begun to take shape.
State Council pays much attention to promote Urban Underground pipe gallery construction, has successively been printed and distributed since 2013《State Council closes
In the opinion for reinforcing urban infrastructure construction》、《The General Office of the State Council is about the guidance for reinforcing City Buried Pipeline implementation management
Opinion》, deployment development Urban Underground pipe gallery construction pilot work.
Chinese patent literature discloses a kind of integrated form underground pipe gallery [application number with compensation device：
201410559745.1], including several tube coupling sealing strips and several end to end tube coupling units, the tube coupling sealing strip are set to
Between the adjacent tube coupling unit, the tube coupling unit includes tube coupling and several pipelines disposed in parallel, and the pipeline passes through solid
Reservation is set on the bottom surface inside the tube coupling, and the tube coupling both ends are respectively equipped with tube coupling compatible with the tube coupling shape and stretch
Contracting connecting tube, the pipe ends are respectively equipped with pipeline extension connecting tube, and the tube coupling retractable connecting tube is far from the tube coupling
One end is equipped with flange one, and the described one end of pipeline extension connecting tube far from the pipeline is equipped with flange two.Said program effectively drops
The low difficulty of construction and installation, improves the installation effectiveness of piping lane and pipeline, saves a large amount of construction times and expense, while prefabricated
Molding tube coupling large carrying capacity, compressive effect are good.But prefabricated profiled tube coupling weight is big, build is big, not readily transportable,
When mounted, it needs with the larger lifting instrument of load, construction cost height.
The patent of invention assembled underground pipe gallery [application number applied before the applicant：201510716851.0], including
Hollow piping lane ontology, the piping lane ontology include the prefabricated component of at least two pieces interconnections, and the prefabricated component mutually interconnects
Circumferentially closed piping lane ontology is formed after connecing.This application uses fabricated construction, and underground pipe gallery is divided into several prefabricated components, convenient
Transport, when mounted, the build of prefabricated component is smaller, lighter in weight, easy for installation, especially with the mode of connector connection,
Make convenient and fast connection between prefabricated component, so as to greatly improve construction efficiency, realizes the Fast Installation of underground pipe gallery.
But said program is there is also a fly in the ointment, although said program uses fabricated construction, be easy to transport and
Installation, however structural strength and waterproof effect need to be further increased.
Invention content
Regarding the issue above, the present invention provides a kind of assembled underground one corridor.
In order to achieve the above objectives, present invention employs following technical proposals：A kind of assembled underground one corridor, including enclose
Fender pile structure, the prefabricated piping lane channel components in supporting pile structure and cast-in-place layer assembly, the in-situ layer group
Part be located among supporting pile structure and prefabricated piping lane channel components and respectively with supporting pile structure and prefabricated pipe
Corridor channel components form a fixed connection, and the prefabricated piping lane channel components and cast-in-place layer assembly, which surround, to be formed one and walk
Corridor channel.
In above-mentioned assembled underground one corridor, the prefabricated piping lane channel components include corridor floor
And the frame-type prefabricated components connecting are detachably fixed with corridor floor, the cast-in-place layer assembly be located above corridor floor and
It is tightly connected respectively with corridor floor and frame-type prefabricated components.
In above-mentioned assembled underground one corridor, the frame-type prefabricated components include being located above corridor floor
Prefabricated overlapping road deck and prefabricated shingle nail positioned at corridor floor both sides, the prefabricated shingle nail is along supporting pile structure
Inside is arranged, and corridor floor, prefabricated shingle nail and prefabricated overlapping road deck enclose corridor, the cast-in-place layer assembly and
Junction between corridor floor and overlapping road deck is respectively equipped with base impervious component and top antiseepage component.
In above-mentioned assembled underground one corridor, prefabricated shingle nail is equipped with prefabricated panel bracket, the prefabricated panel
Bracket is axially extending along prefabricated shingle nail, prefabricated overlapping road deck be pressed on prefabricated panel bracket and with prefabricated panel bracket
It is fixedly connected.
In above-mentioned assembled underground one corridor, at the top of the dry wall panel and prefabricated panel bracket top,
And prefabricated overlapping road deck end forms the cast-in-place interconnecting piece that concrete can be made to enter.
There are one removably being connected in above-mentioned assembled underground one corridor, in the frame-type prefabricated components
Corridor can be separated into the corridor partition component in several separate channels, and the corridor partition component and frame
The inner wall sealing of formula prefabricated components connects.
In above-mentioned assembled underground one corridor, the corridor partition component includes being fixedly connected with corridor floor
Column, pressure is equipped with horizontal splitter plate on the column, and the both sides of the horizontal splitter plate extend in prefabricated shingle nail
Wall is simultaneously connect with dry wall panel sealing, and support column is connected on horizontal splitter plate, is folded with prefabricated at the top of the support column
Combining panel is fixedly connected.
It is equipped in above-mentioned assembled underground one corridor, between the horizontal splitter plate and prefabricated shingle nail cast-in-place
The first built-in type connector, horizontal splitter plate and prefabricated metope are additionally provided in concrete segment, horizontal splitter plate and prefabricated shingle nail
The first built-in type connector in plate is connected with each other after passing through cast-in-place concrete section, and the corridor partition component further includes being located at
In corridor floor and the prefabricated sandwich wall assembly with sandwich in-situ layer, at the top of the sandwich in-situ layer with cast-in-place layer assembly
It is fixedly connected or sandwich in-situ layer top is fixedly connected with horizontal splitter plate.
In above-mentioned assembled underground one corridor, the supporting pile structure include two be mutually parallel go along with sb. to guard him
Stake, the fender post includes the prefabricated pile element of several interconnections, and each two adjacent prefabricated pile element is connected with fender post
Ruggedized construction connection is connect, the supporting pile structure is connected with prefabricated piping lane channel components equipped with the second built-in type
Part, the second built-in type connector can pass through cast-in-place layer assembly to by supporting pile structure, cast-in-place layer assembly and prefabricated
Piping lane channel components form the structure being connected with each other.
In above-mentioned assembled underground one corridor, the cast-in-place layer assembly includes being located at fender post and prefabricated metope
Vertical in-situ layer between plate and the horizontal in-situ layer above prefabricated overlapping road deck, the vertical in-situ layer connect water
Flat in-situ layer, the base impervious component include being separately fixed in corridor floor and vertical in-situ layer and are in be vertically arranged
Base impervious plate, top antiseepage component include the top antiseepage being separately fixed in prefabricated overlapping road deck and horizontal in-situ layer
Plate,
The fender post reinforcement by connection structure includes being located at being located at two prefabricated pile element both ends and capable of being formed
The concave-convex clamping structure or the cement mixing method among two prefabricated pile elements that bumps are engaged by clamping.
Compared with prior art, the advantage of the invention is that：
1, it is supported using supporting pile structure, support is formed to the both sides of corridor, plays the role of double side resistance to compression,
It is connected using cast-in-place layer assembly between fender post and prefabricated piping lane channel components, by fender post and prefabricated piping lane
Channel components form integral structure, while improving fender post with prefabricated piping lane channel components intensity, in-situ layer
Component can effectively improve waterproof effect again.
2, by built-in type connector, by supporting pile structure, prefabricated piping lane channel components and cast-in-place layer assembly it
Between form mechanical connection, have the integral type piping lane channel of support and connection effect in all directions to be formed.
3, frame-type prefabricated components are reasonable in design, are easily installed, and support strength is high each other, by shape inside piping lane
At several independent spaces, each space is not interfere with each other mutually.
Description of the drawings
Fig. 1 is the structural diagram of the present invention；
Fig. 2 is enlarged drawing at the A of Fig. 1；
Fig. 3 is the structural schematic diagram in another direction Fig. 1；
Fig. 4 is enlarged drawing at the B of Fig. 1；
Fig. 5 is enlarged drawing at the C of Fig. 3；
Fig. 6 is enlarged drawing at the D of Fig. 1；
Fig. 7 is enlarged drawing at the E of Fig. 1；
Fig. 8 is another structural schematic diagram of the present invention；
Fig. 9 is enlarged drawing at the F of Fig. 8；
Figure 10 is enlarged drawing at the G of Fig. 8；
Figure 11 is another structural schematic diagram of the present invention；
Figure 12 is another structural schematic diagram of the present invention；
Figure 13 is another structural schematic diagram of the present invention；
Figure 14 is another structural schematic diagram of the present invention；
Figure 15 is another structural schematic diagram in another direction of the invention；
Figure 16 is another structural schematic diagram in another direction of the invention；
Figure 17 is another structural schematic diagram in another direction of the invention；
Figure 18 is another structural schematic diagram in another direction of the invention；
Figure 19 is another structural schematic diagram in another direction of the invention；
Figure 20 is another structural schematic diagram in another direction of the invention；
Figure 21 is another structural schematic diagram in another direction of the invention；
Figure 22 is enlarged drawing at the H of Figure 16.
In figure：Supporting pile structure 1, prefabricated piping lane channel components 2, cast-in-place layer assembly 3, corridor 4, corridor bottom
Plate 5, bayonet 5a, frame-type prefabricated components 6, prefabricated overlapping road deck 7, prefabricated shingle nail 8, prefabricated panel bracket 9, cast-in-place connection
Portion 10, corridor partition component 11, column 12, horizontal splitter plate 13, support column 14, support column bracket 14a, the connection of third built-in type
Part 14b, third embedded board 14c, third attaching nut 14d, third connection strap 14e, cast-in-place concrete section 15, the first built-in type connect
Fitting 16, the first embedded board 16a, the first attaching nut 16b, the first connection strap 16c, the second built-in type connector 17, second are pre-
Buried plate 17a, the second attaching nut 17b, the second connection strap 17c, fender post 18, T-type stake 18a, planar ends 18b, supporting end 18c,
Vertical in-situ layer 19, horizontal in-situ layer 20, uplift pile structure 21, uplift pile 21a, base impervious component 22, top antiseepage component
23, top barrier sheet 23a, top embedded ribs 23b, sandwich in-situ layer 24, prefabricated sandwich wall assembly 24a, Prefabricated sandwich type wall panel
24b, sandwich main reinforcement 24c, prefabricated pile element 25, fender post reinforcement by connection structure 26, cement mixing method 29.
Specific implementation mode
The present invention will be further described in detail with reference to the accompanying drawings and detailed description.
Embodiment 1
As shown in Figure 1, a kind of assembled underground one corridor, including supporting pile structure 1, in supporting pile structure 1
Prefabricated piping lane channel components 2 and cast-in-place layer assembly 3, the cast-in-place layer assembly 3 are located at supporting pile structure 1 and assembled
Fixed connect is formed among prefabricated piping lane channel components 2 and respectively with supporting pile structure 1 and prefabricated piping lane channel components 2
It connects, the prefabricated piping lane channel components 2 and cast-in-place layer assembly 3 surround to form a corridor 4.
In the present embodiment, prefabricated fender post either drilled pile or cement mixing method phase may be used in supporting pile structure 1
It connects, forms two parallel piling walls, play the booster action to 4 both sides of corridor, prefabricated piping lane channel group
Part 2 can be used prefabricated board and mutually be spliced to form the structure circumferentially connected, supporting pile structure 1 and prefabricated piping lane channel components
There can be gap between 2, certain gap is not enough to influence the intensity of entire corridor 4, but can be bright on waterproof effect
Inadequate, underground water penetrates into after passing through supporting pile structure 1 in prefabricated piping lane channel components 2.The present invention is being gone along with sb. to guard him
3 component of cast-in-place layer assembly is set between pilework 1 and prefabricated piping lane channel components 2, and when practical operation need to only go along with sb. to guard him
Gap among pilework 1 and prefabricated piping lane channel components 2 pours into mixed mud slurry, you can the gap filled up, and
Supporting pile structure 1 and the independent structure of prefabricated piping lane channel components 2 two are formed into the overall structure being connected with each other, prevented
Water effect greatly improves, and intensity also improves therewith.
In the present embodiment, as shown in figure 3, supporting pile structure 1 includes two fender posts 18 being mutually parallel, the fender post
The T-shaped T-type stake 18a in 18 cross sections including several interconnections, in conjunction with shown in Fig. 5, the planar ends 18b upper one of T-type stake 18a
End is inwardly recessed, and one end outwardly protrudes, and forms the structure that two adjacent T-type stake 18a can be made to form concave-convex connection, T-type stake
18a is upper to be inserted into planar ends 18b supporting end 18c connected vertically in soil layer, and support action is played to fender post 18.
Vertical in-situ layer 19 and horizontal in-situ layer 20, vertical in-situ layer 19 have two and pre- positioned at fender post 18 and assembled
Between tubulation corridor channel components 2, horizontal in-situ layer 20 is located at 20 top of horizontal in-situ layer, vertical in-situ layer 19 and horizontal in-situ layer
20 are connected with each other in integral structure, are formed to prefabricated piping lane channel components 2 and wrap up and connect fender post 18.
Embodiment 2
The present embodiment and the structure of embodiment 1 are essentially identical, the difference is that, in conjunction with shown in Fig. 1, prefabricated pipe
Corridor channel components 2 include corridor floor 5 and are detachably fixed the frame-type prefabricated components 6 connecting with corridor floor 5, and described shows
Layer assembly 3 is poured to be located at 5 top of corridor floor and be tightly connected with corridor floor 5 and frame-type prefabricated components 6 respectively.
Frame-type prefabricated components 6 include being located at the prefabricated overlapping road deck 7 of 5 top of corridor floor and being located at corridor floor 5
The prefabricated shingle nail 8 of both sides, the prefabricated shingle nail 8 are arranged along the inside of supporting pile structure 1, corridor floor 5, prefabricated metope
Plate 8 and prefabricated overlapping road deck 7 enclose corridor 4.
Preferred embodiment, corridor floor 5 is in structure low between the senior middle school of both sides, and in conjunction with shown in Fig. 2, corridor floor 5 is equipped with card
Mouth 5a, is engaged by clamping with prefabricated shingle nail 8, facilitates installation.
Cast-in-place layer assembly 3 includes vertical in-situ layer 19 between fender post 18 and prefabricated shingle nail 8 and positioned at prefabricated
The horizontal in-situ layer 20 of 7 top of road deck is overlapped, the vertical in-situ layer 19 connects horizontal in-situ layer 20.
In conjunction with shown in Fig. 6, prefabricated shingle nail 8 is equipped with prefabricated panel bracket 9, and the prefabricated panel bracket 9 is along prefabricated metope
Plate 8 it is axially extending, prefabricated panel bracket 9 and prefabricated shingle nail 8 are integrally formed, and prefabricated panel bracket 9 is on prefabricated shingle nail 8
It can be arranged in vertical a plurality of, be mutually parallel, the length of prefabricated panel bracket 9 can be identical with 8 length of prefabricated shingle nail,
Can not also be identical, preferred length is identical.
Prefabricated overlapping road deck 7 is pressed on prefabricated panel bracket 9 and is fixedly connected with prefabricated panel bracket 9, prefabricated folded
Combining panel 7 can be used the connectors such as bolt and is fixedly connected with prefabricated panel bracket 9, and concrete jointing or solidifying can also be used
Knot is attached.
Prefabricated overlapping road deck 7 can be pressed on 9 top of prefabricated wall bracket with monoblock, but in the present embodiment, as one
The preferred scheme of kind, as shown in figure 4,8 top of prefabricated shingle nail and 9 top of prefabricated panel bracket and prefabricated 7 end of overlapping road deck
Portion forms the cast-in-place interconnecting piece 10 that concrete can be made to enter.
The effect of cast-in-place interconnecting piece 10 is, makes at the top of 8 top of prefabricated shingle nail and prefabricated panel bracket 9 and prefabricated folded
Be combined between panel 7 and form an interconnecting piece, when cast-in-place concrete slurry, the horizontal in-situ layer 20 of formation respectively with dry wall
8 top of panel and 9 top of prefabricated panel bracket and prefabricated overlapping road deck 7 form a fixed connection, to improve bonding strength.
Removably connection is several separate there are one that can be separated into corridor 4 in frame-type prefabricated components 6
The corridor partition component 11 in channel, and the corridor partition component 11 is connect with the inner wall sealing of frame-type prefabricated components 6.
Specifically, in conjunction with shown in Fig. 1 and Fig. 6, corridor partition component 11 includes the column being fixedly connected with corridor floor 5
12, pressure is equipped with horizontal splitter plate 13 on the column 12, and the both sides of the horizontal splitter plate 13 extend to prefabricated shingle nail 8
Inner wall is simultaneously tightly connected with prefabricated shingle nail 8, and support column 14,14 top of support column are connected on horizontal splitter plate 13
It is fixedly connected with prefabricated overlapping road deck 7.
Shown in Fig. 6, cast-in-place concrete section 15, level point are equipped between horizontal splitter plate 13 and prefabricated shingle nail 8
It is additionally provided with the first built-in type connector 16 in partition board 13 and prefabricated shingle nail 8, horizontal splitter plate 13 and the in prefabricated shingle nail 8
One built-in type connector 16 is connected with each other after passing through cast-in-place concrete section 15.
It will be appreciated by those skilled in the art that the connection between horizontal splitter plate 13 and prefabricated shingle nail 8, may be used spiral shell
Spigot can also use reinforcement welding, but less efficient in this way.In the present embodiment, the first built-in type connector 16 includes the
One embedded board 16a and the first attaching nut 16b being connect with the first embedded board 16a, the cross section of the first embedded board 16a is T-shaped,
First embedded board 16a is separately fixed inside horizontal splitter plate 13 and prefabricated shingle nail 8, can be arranged multiple, makes horizontal subdivision
The position in connection is corresponding with prefabricated shingle nail 8 for plate 13, horizontal splitter plate 13 and the first attaching nut on prefabricated shingle nail 8
Be spirally connected the first connection strap 16c respectively on 16b, and the first connection strap 16c, which is welded to each other, to be made on horizontal splitter plate 13 and prefabricated shingle nail 8
The first built-in type connector 16 form a fixed connection, the first connection strap 16c is located in cast-in-place concrete section 15, cast-in-place to make
Mechanical connection is formed between concrete segment 15, horizontal splitter plate 13 and prefabricated shingle nail 8.The first connection spiral shell different positioned at two
Two the first connection strap 16c on female 16b can also be attached by the way of being spirally connected.
Supporting pile structure 1 and prefabricated piping lane channel components 2 are equipped with the second built-in type connector 17, this is second pre-
Buried connector 17 can pass through cast-in-place layer assembly 3 to lead to supporting pile structure 1, cast-in-place layer assembly 3 and prefabricated piping lane
Road component 2 forms the structure being connected with each other.
Fender post 18, prefabricated shingle nail 8 and prefabricated panel bracket 9 are equipped with the second built-in type connector 17.Prefabricated metope
The first built-in type connector 16 on plate 8 is different with the direction of the second built-in type connector 17,16 court of the first built-in type connector
To horizontal splitter plate 13, the second built-in type connector 17 is towards fender post 18.
Specifically, in conjunction with shown in Fig. 1 and Fig. 4, the second built-in type connector 17 includes the second embedded board 17a, the second company
Connected nut 17b, the second connection strap 17c, wherein the second embedded board 17a mono- being located on fender post 18 and prefabricated shingle nail 8 is a pair of
It answers, the second embedded board 17a the second attaching nuts of connection 17b, the second connection strap 17c are spirally connected with the second attaching nut 17b, positioned at enclosing
The second attaching nut 17b corresponding with position on prefabricated shingle nail 8 of fender pile 18 is attached with the second connection strap 17c, two
The mode that welding or clamping may be used between two connection strap 17c or be spirally connected connects.
The second built-in type connector 17 on prefabricated panel bracket 9 also includes the second embedded board 17a, the second attaching nut
17b, the second connection strap 17c.Horizontal splitter plate 13 is pressed on the prefabricated panel bracket 9 of prefabricated shingle nail 8, the prefabricated panel ox
The second connection strap 17c on leg 9 is located in horizontal in-situ layer 20.
In conjunction with shown in Fig. 7, support column 14 is equipped with support column bracket 14a, and third built-in type is equipped in support column bracket 14a
Connector 14b, third built-in type connector 14b include third embedded board 14c, third attaching nut 14d, third connection strap 14e,
Third embedded board 14c is located in support column bracket 14a and affixed with third attaching nut 14d, third connection strap 14e and third company
Connected nut 14d is inserted into after being spirally connected in horizontal in-situ layer 20.
By the connection of above-mentioned the first built-in type connector 16 and the second built-in type connector 17, makes fender post 18, shows
It pours and is formed mutually between layer assembly 3, prefabricated shingle nail 8, prefabricated panel bracket 9, horizontal splitter plate 13, cast-in-place concrete section 15
Mechanical connection, is formed as one formula connection structure, integral strength effectively improves.Third built-in type connector 14b makes support
Connection between column 14 and horizontal in-situ layer 20 is strengthened.
Embodiment 3
The present embodiment and the structure and principle of embodiment 2 are essentially identical, the difference is that, as shown in Figure 1, in assembled
Prefabricated 2 bottom of piping lane channel components is equipped with uplift pile structure 21.
Specifically, the uplift pile structure 21 includes several uplift pile 21a, and uplift pile 21a is located under corridor floor 5
Side, corridor floor 5 are pressed on uplift pile 21a, and uplift pile 21a is along the axial direction setting of corridor bottom 5, the length of uplift pile structure 21
It spends and matches with the length of corridor floor 5.
Preferably, the uplift pile 21a is concave-convex stake.
Embodiment 4
The present embodiment is to increase base impervious component 22 and top antiseepage component on the basis of embodiment 1 or 2 or 3
23, and be located at cast-in-place layer assembly 3 and corridor floor 5 and overlap the junction between road deck 7.Specifically, such as Fig. 8-
Shown in 10, it is equipped with top antiseepage component 23 between 3 top of cast-in-place layer assembly and overlapping road deck 7, it is existing for preventing top leaky
It pours and is equipped with base impervious component 22 between 3 bottom of layer assembly and corridor floor 5, for preventing bottom leaky.
Specifically, top antiseepage component 23 includes top barrier sheet 23a, and top barrier sheet 23a is located at overlapping road deck 7
Between horizontal in-situ layer 20, preferred embodiment, top barrier sheet 23a undulates, and top barrier sheet 23a is at least part of
It has respectively entered in overlapping road deck 7 and horizontal in-situ layer 20, in overlapping road deck 7 and horizontal in-situ layer 20 is separate sets
There is top embedded ribs 23b, and the top embedded ribs 23b in overlapping road deck 7 extends the both ends of overlapping road deck 7, overlapping
Pass through top embedded ribs 23b reinforcement by connection between road deck 7.
Top embedded ribs 23b in horizontal in-situ layer 20 is connected with each other, the top embedded ribs 23b in horizontal in-situ layer 20
Can laterally it be arranged, can also be longitudinally disposed, and it is interconnected to form reticular structure.The top overlapped inside road deck 7 is pre-buried
Muscle 23b can be laterally arranged, can also be longitudinally disposed, and be interconnected to form reticular structure.
Base impervious component 22 includes base impervious plate 22a, preferably base impervious plate 22a undulates, base impervious plate
The one end 22a is located in corridor floor 5, and the other end is located in vertical in-situ layer 19.
Embodiment 5
The present embodiment is to increase the prefabricated sandwich wall assembly being vertically arranged on the basis of embodiment 1 or 2 or 3 or 4
24a, the prefabricated sandwich wall assembly 24a are located in corridor floor 5 and are connected with corridor floor 5.Specifically, such as Figure 11 and figure
Shown in 12, prefabricated sandwich wall assembly 24a includes sandwich in-situ layer 24, and 24 both sides of sandwich in-situ layer are respectively equipped with a prefabricated folder
Core-wall plate 24b, prefabricated sandwich wall assembly 24a belong to corridor partition component 11, and prefabricated sandwich wall assembly 24a is along corridor
4 axial setting, can also can be continuously arranged with subsection setup.
Sandwich main reinforcement 24c is equipped in sandwich in-situ layer 24, the end of sandwich main reinforcement 24c is extended outside sandwich in-situ layer 24,
The ends sandwich main reinforcement 24c are connected with horizontal splitter plate 13 or the ends sandwich main reinforcement 24c upwardly extend rear and prefabricated overlapping road
Panel 7 is connected or the ends sandwich main reinforcement 24c upwardly extend rear and horizontal in-situ layer 20 and are connected again.
Horizontal bar or other rinforcement bars can also be set in sandwich in-situ layer 24, for improving sandwich main reinforcement 24c sandwich
Intensity in in-situ layer 24, and with horizontal in-situ layer 20, it is prefabricated overlapping road deck 7 and horizontal splitter plate 13 bonding strength, from
And improve the intensity of entire corridor partition component 11.
As shown in figure 12, Prefabricated sandwich type wall panel 24b can be connect with floor with the junction of horizontal splitter plate 13 and be reinforced.
As shown in figure 13, prefabricated sandwich wall assembly 24a can also be another structure, two pieces of horizontal splitter plates 13 it
Between sandwich in-situ layer 24 is set, it is sandwich that main reinforcement 24c settings are in sandwich in-situ layer 24 and both ends have respectively entered horizontal splitter plate
In 13.
Embodiment 6
The present embodiment and the structure and operation principle of embodiment 1 are essentially identical, the difference is that, as shown in Figure 15-21,
The supporting pile structure 1 includes two fender posts 18 being mutually parallel, and the fender post 18 includes several interconnections
Prefabricated pile element 25, each two adjacent prefabricated pile element 25 are connected with fender post reinforcement by connection structure 26, the fender post
Reinforcement by connection structure 26 include be located at it is being located at two 25 both ends of prefabricated pile element and can be formed bumps be engaged by clamping it is recessed
Convex clamping structure or the cement mixing method 29 among two prefabricated pile elements 25.
The concave-convex clamping structure that bumps are engaged by clamping can be such that two prefabricated pile elements 25 quickly connect, but junction needs to hook
Otherwise seam is easy leakage, causes quantities to increase if jointing.
The preferred scheme of the application connects two prefabricated pile elements 25 using cement mixing method 29, is used to junction
It reinforces and seals.
Specifically, in conjunction with shown in Figure 22, cement mixing method 29 is first accomplished fluently, two are inserted into 29 both sides of cement mixing method
The prefabricated pile element 25 of root is filled up the gap between cement mixing method 29 and prefabricated pile element 25 with rotary churning pile stake method.Water
Prefabricated pile can be inserted in soil mixing pile 29, improves the intensity of cement mixing method 29.
In the present embodiment, the shape of prefabricated pile element 25 does not limit, and can be tabular, can be T-type stake, Ke Yishi
Surface arc shape etc..It can also directly be connected by plane between prefabricated pile element 25.
Can have hollow structure inside prefabricated pile element 25, the cross-sectional shape of hollow structure can be polygon, circle,
Ellipse or other irregular shapes.
Embodiment 7
The present embodiment is to provide a kind of connection type of column 12 and horizontal splitter plate 13 on the basis of embodiment 1-6,
As shown in figure 14, with horizontal splitter plate 13 using mechanical connection or cast-in-place connection or sleeve 12a connections, sleeve 12a is filled column 12
Realize that column 12 is fixedly connected with horizontal splitter plate 13 after slurry.
Specific embodiment described herein is only an example for the spirit of the invention.Technology belonging to the present invention is led
The technical staff in domain can make various modifications or additions to the described embodiments or replace by a similar method
In generation, however, it does not deviate from the spirit of the invention or beyond the scope of the appended claims.
Although be used more herein supporting pile structure 1, prefabricated piping lane channel components 2, cast-in-place layer assembly 3,
Corridor 4, corridor floor 5, bayonet 5a, frame-type prefabricated components 6, prefabricated overlapping road deck 7, prefabricated shingle nail 8, dry wall
Plate bracket 9, cast-in-place interconnecting piece 10, corridor partition component 11, column 12, horizontal splitter plate 13, support column 14, support column bracket
14a, third built-in type connector 14b, third embedded board 14c, third attaching nut 14d, third connection strap 14e, cast-in-place coagulation
Soil section 15, the first built-in type connector 16, the first embedded board 16a, the first attaching nut 16b, the first connection strap 16c, second are in advance
Buried connector 17, the second attaching nut 17b, the second connection strap 17c, fender post 18, T-type stake 18a, is put down second embedded board 17a
The terms such as face end 18b, supporting end 18c, vertical in-situ layer 19, horizontal in-situ layer 20, but be not precluded using other terms can
It can property.The use of these items is only for more easily describe and explain the essence of the present invention；It is construed as any one
The additional limitation of kind is all disagreed with spirit of that invention.
Claims (10)
1. a kind of assembled underground one corridor, which is characterized in that including supporting pile structure (1), be located in supporting pile structure (1)
Prefabricated piping lane channel components (2) and cast-in-place layer assembly (3), the cast-in-place layer assembly (3) be located at supporting pile structure
(1) and prefabricated piping lane channel components (2) it is intermediate and respectively with supporting pile structure (1) and prefabricated piping lane channel group
Part (2) forms a fixed connection, and the prefabricated piping lane channel components (2) and cast-in-place layer assembly (3) surround to form one
Corridor (4).
2. assembled underground one corridor according to claim 1, which is characterized in that the prefabricated piping lane is logical
Road component (2) includes corridor floor (5) and is detachably fixed the frame-type prefabricated components (6) connecting with corridor floor (5), described
Cast-in-place layer assembly (3) be located above corridor floor (5) and respectively with corridor floor (5) and frame-type prefabricated components (6) sealing
Connection.
3. assembled underground one corridor according to claim 2, which is characterized in that the frame-type prefabricated components
(6) include being located at the prefabricated overlapping road deck (7) above corridor floor (5) and the prefabricated metope positioned at corridor floor (5) both sides
Plate (8), the prefabricated shingle nail (8) are arranged along the inside of supporting pile structure (1), corridor floor (5), prefabricated shingle nail (8)
Corridor (4), the cast-in-place layer assembly (3) and corridor floor (5) and overlapping road are enclosed with prefabricated overlapping road deck (7)
Junction between panel (7) is respectively equipped with base impervious component (22) and top antiseepage component (23).
4. assembled underground one corridor according to claim 3, which is characterized in that prefabricated shingle nail (8) is equipped with pre-
Wallboard bracket (9) processed, the prefabricated panel bracket (9) is along the axially extending of prefabricated shingle nail (8), prefabricated overlapping road deck (7) pressure
It is located on prefabricated panel bracket (9) and is fixedly connected with prefabricated panel bracket (9).
5. assembled underground one corridor according to claim 4, which is characterized in that prefabricated shingle nail (8) top
At the top of portion and prefabricated panel bracket (9) and prefabricated overlapping road deck (7) end forms the cast-in-place interconnecting piece that concrete can be made to enter
(10)。
6. assembled underground one corridor according to claim 3, which is characterized in that the frame-type prefabricated components
(6) removably there are one the corridor partition components that corridor (4) can be separated into several separate channels for connection in
(11), and the corridor partition component (11) is connect with the inner wall sealing of frame-type prefabricated components (6).
7. assembled underground one corridor according to claim 6, which is characterized in that the corridor partition component (11)
Include the column (12) being fixedly connected with corridor floor (5), is pressed on the column (12) and be equipped with horizontal splitter plate (13), it is described
Horizontal splitter plate (13) both sides extend to prefabricated shingle nail (8) inner wall and with prefabricated shingle nail (8) be tightly connected, in level
It is connected with support column (14) on demarcation strip (13), is fixedly connected with prefabricated overlapping road deck (7) at the top of the support column (14).
8. assembled underground one corridor according to claim 7, which is characterized in that the horizontal splitter plate (13) with
It is equipped with cast-in-place concrete section (15) between prefabricated shingle nail (8), the is additionally provided in horizontal splitter plate (13) and prefabricated shingle nail (8)
One built-in type connector (16), horizontal splitter plate (13) are passed through with the first built-in type connector (16) in prefabricated shingle nail (8)
Cast-in-place concrete section (15) is connected with each other afterwards, and the corridor partition component (11) further includes being located in corridor floor (5) and having
There are the prefabricated sandwich wall assembly (24a) of sandwich in-situ layer (24), the sandwich in-situ layer (24) top and cast-in-place layer assembly
(3) it is fixedly connected or sandwich in-situ layer (24) top is fixedly connected with horizontal splitter plate (13).
9. assembled underground one corridor according to claim 1, which is characterized in that supporting pile structure (1) packet
Two fender posts being mutually parallel (18) are included, the fender post (18) includes the prefabricated pile element (25) of several interconnections,
Each two adjacent prefabricated pile element (25) with fender post reinforcement by connection structure (26) connect, the supporting pile structure (1) and
Prefabricated piping lane channel components (2) are equipped with the second built-in type connector (17), the second built-in type connector (17) energy
Across cast-in-place layer assembly (3) thus by supporting pile structure (1), cast-in-place layer assembly (3) and prefabricated piping lane channel components (2)
Form the structure being connected with each other.
10. assembled underground one corridor according to claim 3, which is characterized in that cast-in-place layer assembly (3) packet
It includes the vertical in-situ layer (19) between fender post (18) and prefabricated shingle nail (8) and is located on prefabricated overlapping road deck (7)
The horizontal in-situ layer (20) of side, the vertical in-situ layer (19) connect horizontal in-situ layer (20), the base impervious component
(22) include being separately fixed in corridor floor (5) and vertical in-situ layer (19) and in the base impervious plate being vertically arranged, top
Antiseepage component (23) includes the top barrier sheet being separately fixed in prefabricated overlapping road deck (7) and horizontal in-situ layer (20),
The fender post reinforcement by connection structure (26) includes being located at be located at two prefabricated pile element (25) both ends and energy
Form the concave-convex concave-convex clamping structure being engaged by clamping or positioned at the intermediate cement mixing method (29) of two prefabricated pile elements (25).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710213017.9A CN108661075A (en) | 2017-04-01 | 2017-04-01 | Assembled underground one corridor |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201710213017.9A CN108661075A (en) | 2017-04-01 | 2017-04-01 | Assembled underground one corridor |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN108661075A true CN108661075A (en) | 2018-10-16 |
Family
ID=63783766
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201710213017.9A Pending CN108661075A (en) | 2017-04-01 | 2017-04-01 | Assembled underground one corridor |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN108661075A (en) |
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| CN110080287A (en) * | 2019-04-23 | 2019-08-02 | 中铁第四勘察设计院集团有限公司 | A kind of assembled flat-top has the open cutting construction method of column underground structure |
| CN110080289A (en) * | 2019-04-23 | 2019-08-02 | 中铁第四勘察设计院集团有限公司 | A kind of open cutting construction method of assembled flat-top greatly across no column underground structure |
| CN114809015A (en) * | 2022-05-11 | 2022-07-29 | 中铁第六勘察设计院集团有限公司 | Construction method for combining temporary support system and permanent structure of open-cut subway station |
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| CN110080287A (en) * | 2019-04-23 | 2019-08-02 | 中铁第四勘察设计院集团有限公司 | A kind of assembled flat-top has the open cutting construction method of column underground structure |
| CN110080289A (en) * | 2019-04-23 | 2019-08-02 | 中铁第四勘察设计院集团有限公司 | A kind of open cutting construction method of assembled flat-top greatly across no column underground structure |
| CN114809015A (en) * | 2022-05-11 | 2022-07-29 | 中铁第六勘察设计院集团有限公司 | Construction method for combining temporary support system and permanent structure of open-cut subway station |
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