CN109518721A - Assembly concrete underground traffic and comprehensive pipe gallery structure - Google Patents

Assembly concrete underground traffic and comprehensive pipe gallery structure Download PDF

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Publication number
CN109518721A
CN109518721A CN201910009202.5A CN201910009202A CN109518721A CN 109518721 A CN109518721 A CN 109518721A CN 201910009202 A CN201910009202 A CN 201910009202A CN 109518721 A CN109518721 A CN 109518721A
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China
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plate
connection
rib
horizontal
vertical
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CN201910009202.5A
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张延年
王斯文
王雪莹
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Shenyang Jianzhu University
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Shenyang Jianzhu University
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Priority to CN201910009202.5A priority Critical patent/CN109518721A/en
Publication of CN109518721A publication Critical patent/CN109518721A/en
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    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00—Independent underground or underwater structures; Retaining walls
    • E02D29/045—Underground structures, e.g. tunnels or galleries, built in the open air or by methods involving disturbance of the ground surface all along the location line; Methods of making them
    • E—FIXED CONSTRUCTIONS
    • E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D29/00—Independent underground or underwater structures; Retaining walls
    • E02D29/10—Tunnels or galleries specially adapted to house conduits, e.g. oil pipe-lines, sewer pipes ; Making conduits in situ, e.g. of concrete ; Casings, i.e. manhole shafts, access or inspection chambers or coverings of boreholes or narrow wells

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  • Engineering & Computer Science (AREA)
  • Mining & Mineral Resources (AREA)
  • Environmental & Geological Engineering (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • General Life Sciences & Earth Sciences (AREA)
  • Paleontology (AREA)
  • Civil Engineering (AREA)
  • General Engineering & Computer Science (AREA)
  • Structural Engineering (AREA)
  • Chemical & Material Sciences (AREA)
  • Oil, Petroleum & Natural Gas (AREA)
  • Road Paving Structures (AREA)

Abstract

The present invention relates to a kind of assembly concrete underground traffic and comprehensive pipe gallery structures, mainly include two layers of underground structure, cross section bilateral symmetry；Bottom is rectangle traffic cabin equal side by side, and top layer is four pipe gallery cabins side by side；The precast concretes such as bottom gusset, bottom intermediate plate, side wall construction plate, intermediate structure plate, media layer damage plate, piping lane demarcation plate, roof construction plate carry out assembly construction.The beneficial effects of the invention are as follows underground structure is greatly reduced to build cost, rationally distributed, both assurance function, guaranteed stress again, in addition also took into account the production, transport and construction of component.Make the simpler connection of each component, safety, efficiency, durable, and good water-proof effect, applied widely, easy for construction, speed of application is fast, good economical benefit, avoids the complex operations in work progress, cost can be greatly reduced.

Description

Assembly concrete underground traffic and comprehensive pipe gallery structure
Technical field
The invention belongs to technical field of buildings, more particularly to a kind of assembly concrete underground traffic and pipe gallery knot Structure.
Background technique
Urban transportation construction at present is like a raging fire, as country is pushed further into pipe gallery strategy, China big and medium-sized cities The new round climax that underground engineering construction will be started, due to the scarcity of the underground space, to collection " Urban Underground pipe gallery, The demand of the Urban Underground Complex of Urban Underground expressway " is huge.Urban transportation and integrated pipe are solved by once ending The more worth further exploitation of the dual significant problem in corridor, especially its industrialization technology.
Summary of the invention
Currently, the expense of building of underground engineering still remains high, especially multi-layer underground traffic and comprehensive pipe gallery structure is whole Body space layout is more difficult to accomplish that rationally both assurance function, guaranteed stress again, in addition also take into account the production of component, transport with Construction, connects very difficult at the scene.And each story shear problem of dry type connection is than more serious, it is more difficult to solve.
The technical solution adopted by the invention is as follows:
A kind of assembly concrete underground traffic and comprehensive pipe gallery structure mainly include bottom gusset, bottom intermediate plate, side wall knot Structure plate, intermediate structure plate, media layer damage plate, piping lane demarcation plate, roof construction plate, bolt, nut, anti-collision wall, traffic cabin, integrated pipe Corridor cabin；
Assembly concrete underground traffic and comprehensive pipe gallery structure are two layers of underground structure, cross section bilateral symmetry；Bottom is simultaneously Equal rectangle traffic cabin is arranged, top layer is four pipe gallery cabins side by side；
It is bottom intermediate plate, bottom intermediate plate bilateral symmetry among bottom；It is respectively bottom on the outside of the both sides of bottom intermediate plate Gusset, two bottom gussets are symmetrical relative to bottom intermediate plate；Bolt, bolt are worn in the horizontal connection installing port of bottom gusset By the connecting screw hole of bottom gusset connecting screw hole and bottom intermediate plate, the horizontal connection installing port of bottom intermediate plate is entered, It is connected using nut；
Side wall construction plate is installed on the vertical short connecting plate top of bottom gusset, the straight equal direction of rib is reinforced in the bottom of side wall construction plate Inside traffic cabin, bolt is worn in the vertical connection installing port of bottom gusset, bolt passes through bottom gusset connecting screw hole and side wall The vertical connecting screw hole of structural slab, the bottom for entering side wall construction plate are vertically connected installing port, are connected using nut；
Intermediate structure plate is installed on the short connecting plate top in the centre of bottom intermediate plate, in the vertical connection installing port of bottom intermediate plate In wear bolt, bolt passes through the vertical connecting screw hole of bottom intermediate plate connecting screw hole and intermediate structure plate, enters intermediate structure The bottom of plate vertically connects installing port, is connected using nut；
The both ends of media layer damage plate are overlapped on intermediate connection downstairs rib and the centre of side wall construction plate and intermediate structure plate respectively Connect downstairs rib；Step, upper overhanging step are taken under media layer damage plate connect down rank with the intermediate of side wall construction plate respectively Terraced rib, the intermediate above ladder rib that connects agree with；Taken under media layer damage plate step, upper overhanging step respectively with intermediate structure plate Centre connection downstairs rib, the intermediate above ladder rib that connects agree with；The lower layer of structural slab connects installing port and upper layer in middle level respectively Bolt is worn in connection installing port, bolt respectively penetrates middle layer lower horizontal the connection installing port, middle layer of side wall construction plate Upper level connects installing port, and penetrates into middle layer lower horizontal the connection installing port, middle layer top of intermediate structure plate Horizontal connection installing port, and nut connection is respectively adopted；
Vault construction plate includes the horizontal connection of vault construction plate a and vault construction plate b, vault construction plate a and vault construction plate b Vertical steel plate end it is opposite one by one, the width of vault construction plate a and vault construction plate b are equal, the vault construction plate a and arch of two sides Longitudinally connected installing port corresponds between the plate of roof construction plate b, longitudinally connects between the plate face top and plate face plate on wherein one side It connects installing port and bolt is inserted into longitudinally connected installing port between the plate of another side, and alternative nut connects；Vault knot in two sides Structure plate a and vault construction plate b mutually replace；Vault construction plate a is shorter than vault construction plate b, and the outboard end in every side is right Together, adjacent intermediate connecting sewing is mutually staggered, and is alternately positioned in the two sides of longitudinal midline respectively, and homogeneous apart from middle line distance Deng；The longitudinally connected point of the vault construction plate a and vault construction plate b of two sides are respectively positioned on same position, adjacent vault construction plate a Tie point with vault construction plate b is ~ a, the longitudinal in a row alignment of tie point；Connection type are as follows: encircle at the edge of connecting sewing Lateral connection installing port between plate is opened up at the top of roof construction plate a and vault construction plate b, lateral connection installing port is distinguished downwards between plate Vault construction plate a and vault construction plate b respectively less than half 30 ~ 60mm of plate thickness are opened up, and in the position of plate thickness half level Screw hole is opened up to longitudinal side of vault construction plate a and vault construction plate b；Using the adjacent vault construction plate a of bolt connection and arch Lateral connection installing port between plate on roof construction plate b, and connected using nut；In every piece of vault construction plate a and vault construction plate b Reinforce connection rib in the partition wall that bottom setting ~ road penetrates through along longitudinal direction, partition wall reinforces the bottom level of connection rib；Reinforce with partition wall Every piece of vault construction plate a and vault construction plate b are divided equally into two parts respectively by the longitudinal direction of the vertical entire pipeline of connection rib, every Wall reinforces the corresponding position of connection rib, and the same area for each dividing portion centers equally opens up vertical partition wall connection installing port, vertically Partition wall connection installing port opens up downwards vault construction plate a and the respective half of vault construction plate b respectively, and opens up spiral shell at center Hole；The vertical partition wall connection installing port on both sides and the screw hole row of being aligned to respectively；In every piece of vault construction plate a and vault construction plate Both ends of the b far from connecting sewing open up downwards vertical shell connection installing port in equal two-part center same area respectively, And screw hole is opened up downwards in vertical shell connection installing port；
The top connector of the vertical connection reinforcement rib and side wall construction plate of vault construction plate mutually agrees with, on the top of side wall construction plate Portion vertically connects installing port and wears bolt, and bolt is pierced into the vertical shell connection installing port of vault construction plate, connected using nut；Arch The horizontal bottom connection reinforcement rib of roof construction plate mutually agrees with the top connector of intermediate structure plate, at the top of intermediate structure plate Vertical connection installing port wears bolt, and bolt pierces into the connection installing port of the vertical shell on horizontal bottom connection reinforcement rib, using spiral shell Mother's connection；
The overhanging connection reinforcing bar of the U-shaped both-end of media layer damage plate is inserted into the vertical installing port of piping lane demarcation plate bottom, using nut Connection；Vertical installing port at the top of piping lane demarcation plate wears bolt, and bolt pierces into the vertical partition wall connection installing port of roof construction plate, It is connected using nut；
Top connection reinforcement overhung ribs, anti-collision wall connection reinforcement rib and the installation of anti-collision wall mounting platform mutual corner of bottom gusset Anti-collision wall.
Further, the bottom gusset bottom is horizontal horizontal plate body, and in wherein one end of horizontal plate body, setting is perpendicular Ladder connector is arranged in straight short connecting plate, the other end, is divided into three ladders, bottom be followed successively by upwards bottom connection step, Centre connection second level ladder connects three-level ladder with top, and three's height is equal；Step, intermediate connection two are connected in bottom Step platform is respectively formed between grade ladder and top connection three-level ladder and three is connected by second level ladder platform；Level-one The width of ladder platform and second level ladder platform is equal；
Along the connection interior angle of horizontal plate body and vertical short connecting plate, one section of protection warning wave three times is arranged in the end of horizontal plate body Line band；
Three times between protection warning corrugated ribbon and vertical short connecting plate, one section adjacent with protection warning corrugated ribbon three times is secondary Protection slope is reinforced in anticollision, obliquely from protection warning corrugated ribbon three times towards vertical short connecting plate direction；Secondary anticollision is reinforced The height for protecting slope is 50 ~ 100mm wide, and the gradient is 30 ~ 45 °；
Secondary anticollision is reinforced between protection slope and vertical short connecting plate, is one section of horizontal anti-collision wall mounting platform, anti-collision wall Mounting platform width is 200 ~ 300mm；
The inside of vertical short connecting plate is respectively top connection reinforcement overhung ribs, top connection reinforcement diagonal rib, centre from top to bottom Groove, base angle connection reinforcement diagonal rib, anti-collision wall connection reinforcement rib；Top connection reinforcement overhung ribs are located at the top of vertical short connecting plate Portion, horizontal direction is interior to stretch out；The lower part of top connection reinforcement overhung ribs is to take in the inside of vertical short connecting plate and downward top Connection reinforcement diagonal rib, the lower section of top connection reinforcement diagonal rib are one section of vertical intermediate groove, the lower section of intermediate groove be to The lower base angle connection reinforcement diagonal rib stretched out to outside vertical short connecting plate plate；The lower section of base angle connection reinforcement diagonal rib is one section vertical Anti-collision wall connection reinforcement rib；Hold connection reinforcement overhung ribs and anti-collision wall connection reinforcement rib in same perpendicular；
The outside that horizontal plate body is connected with vertical short connecting plate is arc-shaped transition outer arc segments；
~ a horizontal connection installing port is respectively set in the two sides of horizontal plate body top surface, the horizontal plate body of two sides is averagely drawn with plate The middle line divided is symmetrical；Horizontal connection installing port is 100 ~ 150mm apart from edge, opens up downwards close to the edge of horizontal plate body Below the horizontal central line of horizontal plate body ~ 30-50mm；And connecting screw hole is opened up in horizontal central line horizontal direction side end face；
Entire bottom gusset is divided into two equal parts, horizontal plate body, vertical short connecting plate is made to be referred to as symmetrical two A part；The top of vertical short connecting plate is level, and top longitudinal shear key is respectively set, and top longitudinal shear key is two Among a moiety, top longitudinal shear key is distributed in the same position of two moieties；In top connection reinforcement diagonal rib The centres of two moieties open up vertical connection installing port respectively, make to connect installing port vertically in the phase of two moieties Same position, the vertical installing port that connects are driveed upwards to the top surface of top connection reinforcement overhung ribs, inwardly open up intermediate groove and after Continue inside 30 ~ 50mm；Connecting screw hole is opened up straight up in the centre of connection installing port vertically and the position on intermediate groove surface Until the top of vertical short connecting plate；Protection warning corrugated ribbon is in the connection along horizontal plate body and vertical short connecting plate three times Angular width is the wave road surface of 100 ~ 150mm.
Further, the bottom intermediate plate overlooks generally rectangle, and there are two orthogonal symmetry axis for entire plate；
Bottom is horizontal horizontal plate body, in one entire short side side of perforation of intermediate setting of the wherein longitudinal direction of horizontal plate body To the short connecting plate in centre；
Ladder connector is respectively set in the both ends of horizontal plate body, is divided into three ladders, and bottom is followed successively by bottom connection one upwards Grade ladder, intermediate connection second level ladder connect three-level ladder with top, and three's height is equal；Bottom connect step, in Between connect second level ladder and top connection three-level ladder between be respectively formed step platform and second level ladder platform for three Linking；
Centre connection second level ladder is recessed relative to top connection three-level ladder into bottom intermediate plate, and bottom connects step It is recessed relative to centre connection second level ladder into bottom intermediate plate, the width phase of step platform and second level ladder platform Deng；
Along the connection interior angle of horizontal plate body and intermediate short connecting plate, one section of protection warning wave three times is arranged in the end of horizontal plate body Line band；
Three times between protection warning corrugated ribbon and intermediate short connecting plate, one section adjacent with protection warning corrugated ribbon three times is secondary Protection slope is reinforced in anticollision, obliquely from protection warning corrugated ribbon three times towards intermediate short connecting plate direction；Secondary anticollision is reinforced The height for protecting slope is 50 ~ 100mm wide, and the gradient is 30 ~ 45 °；
Secondary anticollision is reinforced between protection slope and intermediate short connecting plate, is one section of horizontal anti-collision wall mounting platform, anti-collision wall Mounting platform width is 200 ~ 300mm；
The inside of intermediate short connecting plate is respectively top connection reinforcement overhung ribs, top connection reinforcement diagonal rib, centre from top to bottom Groove, base angle connection reinforcement diagonal rib, anti-collision wall connection reinforcement rib；Top connection reinforcement overhung ribs are located at the top of intermediate short connecting plate Portion, horizontal direction is interior to stretch out；The lower part of top connection reinforcement overhung ribs is to take in the inside of intermediate short connecting plate and downward top Connection reinforcement diagonal rib, the lower section of top connection reinforcement diagonal rib are one section of vertical intermediate groove, the lower section of intermediate groove be to The lower base angle connection reinforcement diagonal rib stretched out to outside intermediate short connecting plate plate；The lower section of base angle connection reinforcement diagonal rib is one section vertical Anti-collision wall connection reinforcement rib；Hold connection reinforcement overhung ribs and anti-collision wall connection reinforcement rib in same perpendicular；
~ a horizontal connection installing port is respectively set in the two sides of the horizontal plate body top surface of intermediate short connecting plate two sides, level is even Installing port is connect close to the edge of horizontal plate body, is 100 ~ 150mm apart from edge, open up downwards the horizontal central line of horizontal plate body with Lower 30 ~ 50mm；And connecting screw hole is opened up in horizontal central line horizontal direction side end face；
Bottom intermediate plate is divided into symmetrical two parts by a middle line perpendicular to intermediate short connecting plate；Intermediate short connection The top of plate is level, and top longitudinal shear key is respectively set, and top longitudinal shear key is among two moieties, top Portion's longitudinal shear key is distributed in the same position of two moieties；In two moieties of top connection reinforcement diagonal rib Between open up vertical connection installing port respectively, make to connect installing port vertically in the same position of two moieties, vertical connection peace Dress mouth is driveed upwards to the top surface of top connection reinforcement overhung ribs, is inwardly opened up intermediate groove and is continued inside 30 ~ 50mm；Perpendicular The position on the direct-connected centre for connecing installing port and intermediate groove surface opens up connecting screw hole up to intermediate short connecting plate straight up Top opens up horizontal connection installing port in the one end in bottom intermediate plate width direction, in horizontal connection installing port to horizontal direction Open up the centre of connection second level ladder among connecting screw hole to two moieties；
Further, the side wall construction plate generally rectangular slab, the entire plate face left and right sides are symmetrical；
Lower part is lower layer's straight panel, and the bottom of lower layer's straight panel is bottom connector；Top is upper layer straight panel, and the top of upper layer straight panel is Top connector；Ladder rib is connected between lower layer's straight panel, upper layer straight panel for intermediate plate；Lower layer's straight panel, the thickness phase of upper layer straight panel Together；
The bottom end of bottom connector is that straight rib is reinforced in the bottom stretched out on the inside of horizontal direction cabin, bottom reinforce straight rib top be to Reinforce diagonal rib in the bottom that upper and lower level straight panel board direction is taken in；Bottom connector stretch out lower layer's straight panel plate face length be ~ times The thickness of lower layer's straight panel；
The top of top connector is that straight rib is reinforced at the top stretched out on the inside of horizontal direction cabin, top reinforce straight rib lower part be to Reinforce diagonal rib in the lower top taken in upper layer straight panel plate face；The length that top connector stretches out upper layer straight panel plate face is ~ times The thickness of upper layer straight panel；
The bottom of intermediate plate connection ladder rib is mutually connected with the plate face on the inside of lower layer's straight panel cabin, and stretches out on the inside of cabin upwards, The length of stretching be ~ times lower layer's straight panel thickness；Reinforce the top of diagonal rib as under intermediate connection straight up in centre Ladder rib, centre connection downstairs rib top horizontal direction in take in form scala media ladder way, scala media ladder way is straight up The upper ladder rib of intermediate connection is formed, centre connects upper ladder rib horizontal direction upper layer straight panel plate face and takes in；Centre connection downstairs rib Height be intermediate 1.0 ~ 1.5 times for connecting upper ladder rib height；The length that centre connection downstairs rib stretches out is intermediate connection Times for the length that upper ladder rib stretches out outward；
Vertical center line is drawn in the plate face of side wall construction plate, plate face is divided into two equal parts；Reinforce two bottoms oblique The intermediate same position of rib moiety downwards and opens up bottom to the vertical center line of lower layer's straight panel and vertically connects installing port, bottom Vertical connection installing port, which is driveed downwards to bottom, reinforces straight rib, and vertically connects the same area of installing port separately down in bottom Open up vertical connecting screw hole；To the vertical center line of lower layer's straight panel until being more than 30 ~ 50mm of vertical center line, and in vertical center line Between same position open up vertical connecting screw hole downwards；
The vertical connection installing port in top is opened up upwards in the intermediate same position that diagonal rib moiety is reinforced at two tops, and top is perpendicular It is driveed upwards to connection installing port to top and reinforces straight rib, and opened separately down in the same area that top vertically connects installing port If vertical connecting screw hole；And it is straight to the vertical center line to lower layer's straight panel respectively in the same area that top vertically connects installing port Extremely it is more than 30 ~ 50mm of vertical center line, and opens up vertical connecting screw hole upwards in the same position of the centre of vertical center line；
Middle layer lower horizontal connection installing port is opened up upwards in two intermediate intermediate same positions for reinforcing diagonal rib moiety, Middle layer lower horizontal connection installing port is opened upwards to more than the horizontal mid-plane of intermediate connection downstairs rib 30 ~ 30mm, and Middle layer lower horizontal connecting screw hole is opened up horizontally outward respectively in the same area of horizontal mid-plane；
Middle layer upper level connection peace is opened up downwards in two intermediate intermediate same positions for connecting upper ladder rib moiety Filling mouth, middle layer upper level connection installing port opens downwards to below the intermediate horizontal mid-plane for connecting upper ladder rib 30 ~ 60mm, and middle layer upper level connecting screw hole is opened up horizontally outward respectively in the same area of horizontal mid-plane.
Further, the intermediate structure plate generally rectangular slab, the entire plate face left and right sides is symmetrical, and a left side for side end face Right two sides are symmetrical；
Lower part is lower layer's straight panel, and the bottom of lower layer's straight panel is bottom connector；Top is upper layer straight panel, and the top of upper layer straight panel is Top connector；Ladder rib is connected between lower layer's straight panel, upper layer straight panel for intermediate plate；Lower layer's straight panel, the thickness phase of upper layer straight panel Together；
Straight rib is reinforced for vertical outwardly directed bottom in the bottom end of bottom connector, and the top that straight rib is reinforced in bottom is inside upwards Diagonal rib is reinforced in the bottom taken in, and the two sides plate face that diagonal rib takes in always lower layer's straight panel is reinforced in bottom；Under bottom connector stretches out The equal length of layer straight panel two sides plate face, and be ~ times lower layer's straight panel thickness；
Straight rib is reinforced for vertical outwardly directed top in the top of top connector, and the lower part that straight rib is reinforced at top is inside downwards Diagonal rib is reinforced at the top taken in, and top reinforces diagonal rib and takes in the two sides plate face to upper layer straight panel always；On top connector stretches out The equal length of layer straight panel two sides plate face, be ~ times upper layer straight panel thickness；
The bottom of intermediate plate connection ladder rib is mutually connected respectively with the plate face of lower layer's straight panel two sides, and respectively upwards to overhanging Out, the length of stretching be ~ times lower layer's straight panel thickness；Centre reinforce diagonal rib top be respectively straight up in Between connect downstairs rib, the top of centre connection downstairs rib takes in form scala media ladder way, scala media in horizontal direction respectively Ladder way connects upper ladder rib among being formed straight up, centre connect upper ladder rib take in horizontal direction respectively it is straight to upper layer Plate two sides plate face；The height of centre connection downstairs rib is intermediate ~ times for connecting upper ladder rib height；Centre connection downstairs The length that rib stretches out outward is intermediate times for connecting the length that upper ladder rib stretches out outward；
Vertical center line is drawn in the plate face of intermediate structure plate, plate face is divided into two equal parts；Reinforce two bottoms oblique The intermediate same position of rib moiety opens up downwards bottom and vertically connects installing port, bottom vertically connect installing port open downwards to Straight rib is reinforced in bottom, and opens up vertical connecting screw hole separately down in the same area that bottom vertically connects installing port；Two The intermediate same position that diagonal rib moiety is reinforced at a top opens up the vertical connection installing port in top upwards, and top vertically connects peace Dress mouth, which is driveed upwards to top, reinforces straight rib, and opens up in the same area that top vertically connects installing port and connect vertically separately down Connect screw hole；
Middle layer lower horizontal connection installing port is opened up upwards in two intermediate intermediate same positions for reinforcing diagonal rib moiety, Middle layer lower horizontal connection installing port is opened upwards to more than the horizontal mid-plane of intermediate connection downstairs rib 30 ~ 60mm, and Middle layer lower horizontal connecting screw hole is opened up horizontally outward respectively in the same area of horizontal mid-plane；
Middle layer upper level connection peace is opened up downwards in two intermediate intermediate same positions for connecting upper ladder rib moiety Filling mouth, middle layer upper level connection installing port opens downwards to below the intermediate horizontal mid-plane for connecting upper ladder rib 30 ~ 60mm, and middle layer upper level connecting screw hole is opened up horizontally outward respectively in the same area of horizontal mid-plane.
Further, the plate body generally rectangle of the media layer damage plate is respectively set at the length direction both ends of plate body Ladder, here are inwardly to take in down to take in step, and the above is outwardly directed overhanging step；Under take in step, upper overhanging The height of step is equal；
In two sides of plate body length direction, each side of the top surface of plate body opens up respectively ~ a longitudinal plate between connect installing port, Between longitudinal plate connect installing port be rectangle, longitudinal direction vertically with the longitudinal direction of plate body, and between longitudinal plate connect installing port away from 50 ~ 100mm of longitudinal direction edge from plate body, between longitudinal plate connection installing port open up downwards plate body height middle line or less 30 ~ 60mm, and to two side end levels of plate body length direction open up longitudinal plate between connecting screw hole；
It draws a middle line and plate body is divided into two equal parts along length direction；
Same position two equal parts, the plate body lower surface that step is taken under open up lower layer's connection installing port； Lower layer's connection installing port opens up down upwards takes in 30 ~ 60mm of step height middle line or more, and takes in stepped ends level downwards Open up lower connecting screw hole；It is rectangle that lower layer, which connects installing port, and long side takes in step perpendicular under, and lower layer's connection installing port is under Take in 50 ~ 100mm of step edge；
Same position two equal parts opens up upper layer connection installing port close to the plate body upper surface of upper overhanging step； Upper layer connection installing port opens up downwards 30 ~ 60mm of overhanging step height middle line or less, and overhanging step end horizontal upwards Open up connecting screw hole；It is rectangle that upper layer, which connects installing port, and long side is perpendicular to upper overhanging step, and upper layer connection installing port is from upper Overhanging 50 ~ 100mm of step edge；
In the overhanging connection reinforcing bar of the pre-buried U-shaped both-end of the middle line of the short side of plate body, the short side of the overhanging connection reinforcing bar and plate body of U-shaped both-end In parallel；
The overhanging connection reinforcing bar of U-shaped both-end is U-shaped reinforcing bar, and bottom edge is horizontal, and bottom edge is entirely located in plate body, and bottom edge is apart from plate body Bottom surface is 35 ~ 55mm；The both ends on bottom edge bend vertically upwards and vertically extend plate body surface, stretch out point and are located at two equal portions The center for the same position divided；Thread is had at the both ends of the overhanging connection reinforcing bar of U-shaped both-end, and is had respectively and screw The first matched nut of button.
Further, the piping lane demarcation plate mainly includes plate body, vertical installing port, is horizontally mounted mouth, screw hole；Plate body is whole Body is rectangular slab, uniformly opens up respectively on the plate body side surface therein close to two horizontal ends and is horizontally mounted mouth, horizontal Installing port is rectangular opening, and long side is horizontal, is horizontally mounted mouth and opens up more than plate body thickness 30 ~ 50mm of middle line, and in thickness middle line water It is opened flat and sets screw hole to the horizontal end face of plate body；
The plate face of plate body is divided vertically into two equal parts, respectively among the close bottom of the two equal parts Vertical installing port is opened up with being horizontally mounted in mouthful plate face of phase the same side with close to top center, vertical installing port is rectangle, Long side is vertical,
Vertical installing port is opened up more than plate body thickness 30 ~ 50mm of middle line, and is respectively opened up up and down respectively in thickness middle line Screw hole is to plate body top and bottom end.
Further, the vault construction plate includes vault construction plate a and vault construction plate b,
The vault construction plate a mainly includes arc panel, vertical connection reinforcement rib, horizontal bottom connection reinforcement rib, horizontal base Longitudinally connect between lateral connection installing port, plate between portion's connection diagonal rib, horizontal top connection reinforcement rib, horizontal top connection diagonal rib, plate Connect installing port, vertical shell connection installing port, vertical partition wall connection installing port, screw hole, the horizontal steel plate vertically connected, level even The vertical steel plate that connects, internal layer circumferential direction steel bar stress, outer layer circumferential direction steel bar stress, vertical stiffener, internal layer reinforce bending reinforcing steel bar, Outer layer reinforces bending reinforcing steel bar, end enhancing steel ring, longitudinally reinforced ring muscle, partition wall and reinforces connection rib, steel plate perforation；
Arc panel is arc, and one end of arc is horizontal ends, and the other end is vertical end；The vertical connection of setting in the inside of vertical end Ribs；Horizontal bottom connection reinforcement rib is set in the lower part of horizontal ends, horizontal bottom connection reinforcement rib is perpendicular in end plane Directly, medial surface is arranged to inclined horizontal bottom connection diagonal rib；On the top of horizontal ends, horizontal top connection reinforcement rib, water are set Flat top portion connection reinforcement rib in end plane be it is vertical, medial surface is arranged to inclined horizontal top connection diagonal rib；Horizontal top The height of connection reinforcement rib is 100 ~ 150mm, and horizontal bottom connection reinforcement rib height is horizontal top connection reinforcement rib height Times；
Equally distributed internal layer circumferential direction steel bar stress is set in the internal layer of arc panel, it is circumferential that equally distributed outer layer is arranged in outer layer Two pieces of horizontal steel plates vertically connected are arranged in vertical end respectively in steel bar stress, and the horizontal steel plate vertically connected is respectively with two Root internal layer circumferential direction steel bar stress and the welding of outer layer circumferential direction steel bar stress；Respectively in the horizontal steel plate for being welded on same and vertically connecting The vertical steel plate that is connected with the other end weld horizontal of outer layer circumferential direction steel bar stress of two internal layer circumferential direction steel bar stresses, at two groups Horizontal steel plate, vertical steel plate connected horizontally, internal layer circumferential direction steel bar stress and the outer layer circumferential direction steel bar stress vertically connected is constituted The quantity of two sides of frame body be equal；All outer layer circumferential direction steel bar stresses are corresponded with internal layer circumferential direction steel bar stress；
Two groups of horizontal steel plates vertically connected, vertical steel plate connected horizontally, internal layer circumferential direction steel bar stress and outer layer circumferential direction by The width of the two sides for the frame body that power reinforcing bar is constituted is suitable, and the half of the width between the frame body constituted for four；
Several equally distributed longitudinally reinforced ring muscle are set, longitudinally reinforced ring muscle be respectively perpendicular with internal layer circumferential direction steel bar stress and Outer layer circumferential direction steel bar stress, and all internal layer circumferential direction steel bar stresses and outer layer circumferential direction steel bar stress are encased；
The horizontal steel plate vertically connected is extend into vertical connection reinforcement rib, and two vertical stiffeners are respectively welded, vertical to add Spacing between strong reinforcing bar is equal with the spacing between internal layer circumferential direction steel bar stress；Vertical stiffener straight up and is stretched always To outer layer circumferential direction steel bar stress, steel is opened up among two vertical stiffeners and the solder joint for the horizontal steel plate vertically connecting respectively Plate perforation opens up steel plate perforation among two outer layer circumferential direction steel bar stresses and the solder joint for the horizontal steel plate vertically connecting respectively；
Vertical lower part of steel plate connected horizontally protrudes into horizontal bottom connection reinforcement rib, and two internal layers are respectively welded and reinforce bent steel Muscle, the spacing that internal layer is reinforced between bending reinforcing steel bar are equal with the spacing between internal layer circumferential direction steel bar stress；Internal layer reinforces bent steel Muscle is horizontal simultaneously to be bent at horizontal bottom connection diagonal rib edge, and parallel always with horizontal bottom connection diagonal rib and equidirectional always stretch To outer layer circumferential direction steel bar stress；Vertical steel plate top connected horizontally extend into horizontal top connection reinforcement rib, is respectively welded two Root outer layer reinforces bending reinforcing steel bar, and outer layer reinforces the spacing between bending reinforcing steel bar and the spacing phase between internal layer circumferential direction steel bar stress Deng；Outer layer is reinforced bending reinforcing steel bar level and is bent at horizontal top connection diagonal rib edge, and connect diagonal rib always with horizontal top It is parallel and equidirectional always extend to internal layer circumferential direction steel bar stress；
Vertical steel plate connected horizontally is opened up in the centre that two outer layer circumferential direction steel bar stresses and two outer layers reinforce bending reinforcing steel bar Steel plate perforation；
Vertical steel plate connected horizontally is opened up in the centre that two internal layer circumferential direction steel bar stresses and two internal layers reinforce bending reinforcing steel bar Steel plate perforation；
The horizontal bottom connection reinforcement rib and horizontal top connection reinforcement rib of vault construction plate b are the horizontal bases of vault construction plate a Portion's connection reinforcement rib and horizontal top connection reinforcement rib width ~ times；
Vault construction plate b is than vault construction plate a long, and after the connection of the two circumferential direction, center line is located at the horizontal bottom of vault construction plate b In connection reinforcement rib and horizontal top connection reinforcement rib, the horizontal bottom connection reinforcement rib width of middle line two sides is equal.
Beneficial effects of the present invention:
It is rationally distributed the beneficial effects of the invention are as follows underground structure is greatly reduced to build cost, both assurance functions, guarantee again by In addition power also takes into account the production, transport and construction of component.Make the simpler connection of each component, safety, efficiency, durable and anti- Water effect is good, applied widely, easy for construction, speed of application is fast, good economical benefit, avoids the complicated behaviour in work progress Make, cost can be greatly reduced.
Detailed description of the invention
Fig. 1 is assembly concrete underground traffic and comprehensive pipe gallery structure section design diagram.
Fig. 2 is bottom gusset schematic elevation view.
Fig. 3 is bottom gusset schematic top plan view.
Fig. 4 is bottom gusset schematic side view.
Fig. 5 is bottom intermediate plate schematic elevation view.
Fig. 6 is bottom intermediate plate schematic top plan view.
Fig. 7 is bottom intermediate plate schematic side view.
Fig. 8 is side wall construction plate side end face schematic diagram.
Fig. 9 is side wall construction plate schematic elevation view.
Figure 10 is the A-A diagrammatic cross-section of Fig. 9.
Figure 11 is the B-B diagrammatic cross-section of Fig. 9.
Figure 12 is intermediate structure plate side end face schematic diagram.
Figure 13 is intermediate structure plate schematic elevation view.
Figure 14 is the A-A diagrammatic cross-section of Figure 13.
Figure 15 is the B-B diagrammatic cross-section of Figure 13.
Figure 16 is media layer damage plate schematic elevation view.
Figure 17 is media layer damage plate schematic top plan view.
Figure 18 is media layer damage plate schematic side view.
Figure 19 is piping lane demarcation plate schematic elevation view.
Figure 20 is piping lane demarcation plate schematic side view.
Figure 21 is vault construction plate schematic top plan view.
Figure 22 is vault construction plate schematic side view.
Figure 23 is vault construction plate arrangement of reinforcement schematic side view.
Figure 24 is vault construction plate arrangement of reinforcement schematic top plan view.
In figure, 1 is bottom gusset；2 be bottom intermediate plate；3 be side wall construction plate；4 be intermediate structure plate；5 tie for middle layer Structure plate；6 be piping lane demarcation plate；7 be roof construction plate；8 be bolt；9 be nut；10 be anti-collision wall；11 be traffic cabin；12 be synthesis Piping lane cabin.
1-1 is horizontal plate body；1-2 is vertical short connecting plate；1-3 is transition outer arc segments；1-4 is that top connection reinforcement is overhanging Rib；1-5 is top connection reinforcement diagonal rib；1-6 is intermediate groove；1-7 is base angle connection reinforcement diagonal rib；1-8 is anti-collision wall connection Ribs；1-9 is anti-collision wall mounting platform；1-10 is that protection slope is reinforced in secondary anticollision；1-11 is that protection warns ripple three times Band；1-12 is top longitudinal shear key；1-13 is that bottom connects step；1-14 is step platform；1-15 is centre Connect second level ladder；1-16 is second level ladder platform；1-17 is that top connects three-level ladder；1-18 is connecting screw hole；1-19 is Horizontal connection installing port；1-20 is vertical connection installing port.
2-1 is horizontal plate body；2-2 is intermediate short connecting plate；2-3 is connecting screw hole；2-4 is that top connection reinforcement is overhanging Rib；2-5 is top connection reinforcement diagonal rib；2-6 is intermediate groove；2-7 is base angle connection reinforcement diagonal rib；2-8 is anti-collision wall connection Ribs；2-9 is anti-collision wall mounting platform；2-10 is that protection slope is reinforced in secondary anticollision；2-11 is that protection warns ripple three times Band；2-12 is top longitudinal shear key；2-13 is that bottom connects step；2-14 is step platform；2-15 is centre Connect second level ladder；2-16 is second level ladder platform；2-17 is that top connects three-level ladder；2-18 is horizontal connection installing port； 2-19 is vertical connection installing port.
3-1 is lower layer's straight panel；3-2 is upper layer straight panel；3-3 is bottom connector；3-4 is that intermediate plate connects ladder rib；3-5 For top connector；3-6 is that straight rib is reinforced in bottom；3-7 is that diagonal rib is reinforced in bottom；3-8 is intermediate reinforcement diagonal rib；3-9 is centre Connect downstairs rib；3-10 is scala media ladder way；3-11 is the upper ladder rib of intermediate connection；3-12 is that diagonal rib is reinforced at top；3-13 Reinforce straight rib for top；3-14 is that bottom vertically connects installing port；3-15 is that top vertically connects installing port；3-16 is middle layer Lower horizontal connects installing port；3-17 is that middle layer upper level connects installing port；3-18 is that middle layer lower horizontal connects spiral shell Hole；3-19 is middle layer upper level connecting screw hole；3-20 is vertical connecting screw hole.
4-1 is lower layer's straight panel；4-2 is upper layer straight panel；4-3 is bottom connector；4-4 is that intermediate plate connects ladder rib；4-5 For top connector；4-6 is that straight rib is reinforced in bottom；4-7 is that diagonal rib is reinforced in bottom；4-8 is intermediate reinforcement diagonal rib；4-9 is centre Connect downstairs rib；4-10 is scala media ladder way；4-11 is the upper ladder rib of intermediate connection；4-12 is that diagonal rib is reinforced at top；4-13 Reinforce straight rib for top；4-14 is that bottom vertically connects installing port；4-15 is that top vertically connects installing port；4-16 is middle layer Lower horizontal connects installing port；4-17 is that middle layer upper level connects installing port；4-18 is that middle layer lower horizontal connects spiral shell Hole；4-19 is middle layer upper level connecting screw hole；4-20 is vertical connecting screw hole.
5-1 is plate body；5-2 is that lower layer connects installing port；5-3 is that upper layer connects installing port；5-4 takes in step under being；5-5 For upper overhanging step；5-6 is lower connecting screw hole；5-7 is lower connecting screw hole；5-8 is the overhanging connection reinforcing bar of U-shaped both-end；5-9 is spiral shell It is female；5-10 connects installing port between longitudinal plate；5-11 connecting screw hole between longitudinal plate.
6-1 is plate body；6-2 is vertical installing port；6-3 is to be horizontally mounted mouth；6-4 is screw hole；
7a is vault construction plate a；7b is vault construction plate b；7-1 is arc panel；7-2 is vertical connection reinforcement rib；7-3 is level Bottom connection reinforcement rib；7-4 is that horizontal bottom connects diagonal rib；7-5 is horizontal top connection reinforcement rib；7-6 is horizontal top company Connect diagonal rib；7-7 lateral connection installing port between plate；7-8 longitudinally connected installing port between plate；7-9 is the connection installation of vertical shell Mouthful；7-10 is that vertical partition wall connects installing port；7-11 is screw hole；7-12 is the horizontal steel plate vertically connected；13 be horizontal connection Vertical steel plate；7-14 is internal layer circumferential direction steel bar stress；7-15 is outer layer circumferential direction steel bar stress；7-16 is vertical stiffener； 7-17 is that internal layer reinforces bending reinforcing steel bar；7-18 is that outer layer reinforces bending reinforcing steel bar；7-19 is end enhancing steel ring；7-20 is longitudinal adds Strong ring muscle, 7-21 are that partition wall reinforces connection rib；7-22 is steel plate perforation.
Specific embodiment
In order to further illustrate the present invention, the present invention is described in detail with reference to the accompanying drawings and embodiments, but not They can be interpreted as limiting the scope of the present invention.
A kind of assembly concrete underground traffic and comprehensive pipe gallery structure, as shown in Fig. 1 ~ Figure 24.
A kind of assembly concrete underground traffic and comprehensive pipe gallery structure, mainly include bottom gusset 1, bottom intermediate plate 2, Side wall construction plate 3, intermediate structure plate 4, media layer damage plate 5, piping lane demarcation plate 6, roof construction plate 7, bolt 8, nut 9, anti-collision wall 10, traffic cabin 11, pipe gallery cabin 12；
Assembly concrete underground traffic and comprehensive pipe gallery structure are two layers of underground structure, cross section bilateral symmetry；Bottom is simultaneously Equal rectangle traffic cabin 11 is arranged, top layer is four pipe gallery cabins 12 side by side；
It is bottom intermediate plate 2,2 bilateral symmetry of bottom intermediate plate among bottom；It is respectively bottom on the outside of the both sides of bottom intermediate plate 2 Layer gusset 1, two bottom gussets 1 are symmetrical relative to bottom intermediate plate 2；In the horizontal connection installing port 1-19 of bottom gusset 1 Bolt 8 is worn, bolt 8 passes through the connecting screw hole 2-3 of bottom gusset 1 connecting screw hole 1-18 and bottom intermediate plate 2, enters in bottom Between plate 2 horizontal connection installing port 2-18, using nut 9 connect；
Side wall construction plate 3 is installed on the vertical top short connecting plate 1-2 of bottom gusset 1, straight rib is reinforced in the bottom of side wall construction plate 3 3-6 towards inside traffic cabin 11, wears bolt 8 in the vertical connection installing port 1-20 of bottom gusset 1, bolt 8 passes through bottom The vertical connecting screw hole 3-20 of 1 connecting screw hole 1-18 of gusset and side wall construction plate 3, the bottom for entering side wall construction plate 3 are vertical Installing port 3-14 is connected, is connected using nut 9；
Intermediate structure plate 4 is installed on the centre of bottom intermediate plate 2 top short connecting plate 2-2, in the vertical connection of bottom intermediate plate 2 Bolt 8 is worn in installing port 2-19, bolt 8 passes through the vertical connection spiral shell of 2 connecting screw hole 2-3 of bottom intermediate plate and intermediate structure plate 4 Hole 4-20, the bottom for entering intermediate structure plate 4 vertically connect installing port 4-14, are connected using nut 9；
The both ends of media layer damage plate 5 are overlapped on side wall construction plate 3 respectively and the intermediate of intermediate structure plate 4 connects downstairs rib 3-9 Downstairs rib 4-9 is connected with centre；Taken under media layer damage plate 5 step 5-4, upper overhanging step 5-5 respectively with side wall construction The intermediate connection downstairs rib 3-9 of plate 3, the intermediate above ladder rib 3-11 that connects agree with；Taken under media layer damage plate 5 step 5-4, Upper overhanging step 5-5 respectively with intermediate structure plate 4 it is intermediate connect downstairs rib 4-9, above ladder rib 4-11 agrees with for intermediate connection； The lower layer connection installing port 5-2 of structural slab 5 is connected with upper layer and is worn bolt 8 in installing port 5-3 in middle level respectively, and bolt 8 is worn respectively Enter the middle layer lower horizontal connection installing port 3-16 to side wall construction plate 3, middle layer upper level connection installing port 3-17, with And penetrate into the middle layer lower horizontal connection installing port 4-16 of intermediate structure plate 4, middle layer upper level connection installing port 4- 17, and the connection of nut 9 is respectively adopted；
Vault construction plate 7 includes vault construction plate a7a and vault construction plate b7b, vault construction plate a7a and vault construction plate b7b The end vertical steel plate 7-13 connected horizontally it is opposite one by one, the width of vault construction plate a7a and vault construction plate b7b are equal, two Longitudinally connected installing port 7-8 is corresponded between the plate of the vault construction plate a7a and vault construction plate b7b of side, wherein on one side Plate face top and plate face plate between longitudinally connected installing port 7-8 bolt 8 is inserted into longitudinally connected installing port between the plate of another side 7-8, and alternative nut 3 connects；Vault construction plate a7a and vault construction plate b7b in two sides mutually replace；Vault construction plate A7a is shorter than vault construction plate b7b, and the outboard end in every side is aligned, and adjacent intermediate connecting sewing is mutually staggered, and hands over respectively Alternately it is located at the two sides of longitudinal midline, and is equal apart from middle line distance；The vault construction plate a7a and vault construction plate of two sides The longitudinally connected point of b7b is respectively positioned on same position, and the tie point of adjacent vault construction plate a7a and vault construction plate b7b are 2 ~ 3, the longitudinal in a row alignment of tie point；Connection type are as follows: in the edge vault construction plate a7a and vault construction plate of connecting sewing Lateral connection installing port 7-7 between plate is opened up at the top of b7b, lateral connection installing port 7-7 opens up downwards vault knot respectively between plate Respective less than half the 30 ~ 60mm of plate thickness of structure plate a7a and vault construction plate b7b, and in the position horizontal direction vault knot of plate thickness half Longitudinal side of structure plate a7a and vault construction plate b7b open up screw hole 7-11；Using the adjacent vault construction plate a7a of 8 connection of bolt and Lateral connection installing port 7-7 between plate on vault construction plate b7b, and connected using nut 3；In every piece of vault construction plate a7a and Vault construction plate b7b reinforces connection rib 7-21 in the partition wall that bottom setting 1 ~ 2 penetrates through along longitudinal direction, and partition wall reinforces connection rib 7- 21 bottom level；With partition wall reinforce the longitudinal direction of the vertical entire pipeline of connection rib 7-21 respectively by every piece of vault construction plate a7a and Vault construction plate b7b is divided equally into two parts, reinforces the corresponding position connection rib 7-21 in partition wall, each divides portion centers equally Same area opens up vertical partition wall connection installing port 7-10, and vertical partition wall connection installing port 7-10 opens up downwards vault knot respectively Structure plate a7a and the respective half of vault construction plate b7b, and screw hole 7-11 is opened up at center；The vertical partition wall on both sides connects installation Mouthful 7-10 and screw hole 7-11 row of being aligned to respectively；In every piece of vault construction plate a7a and vault construction plate b7b far from connecting sewing Both ends open up downwards vertical shell connection installing port 7-9 in equal two-part center same area respectively, and in vertical shell Body connection installing port 7-9 opens up downwards screw hole 7-11；
The vertical connection reinforcement rib 7-2 of vault construction plate 7 and the top connector 3-5 phase of side wall construction plate 3 are agreed with, in side wall knot The top of structure plate 3 vertically connects installing port 3-15 and wears bolt 8, and bolt 8 pierces into the vertical shell connection installation of vault construction plate 7 Mouth 7-9, is connected using nut 9；The horizontal bottom connection reinforcement rib 7-3 of vault construction plate 7 is connect with the top of intermediate structure plate 4 Head 4-5 phase is agreed with, and is vertically connected installing port 4-15 at the top of intermediate structure plate 4 and is worn bolt 8, bolt 8 pierces into horizontal bottom company The vertical shell connection installing port 7-9 on ribs 7-3 is met, is connected using nut 9；
The overhanging connection reinforcing bar 5-8 of the U-shaped both-end of media layer damage plate 5 is inserted into the vertical installing port 6-2 of 6 bottom of piping lane demarcation plate, It is connected using nut 9；Vertical installing port 6-2 at 6 top of piping lane demarcation plate wears bolt 8, and bolt 8 pierces into the perpendicular of roof construction plate 7 Installing port 7-10 is connected to partition wall, is connected using nut 9；
Top connection reinforcement overhung ribs 1-4, anti-collision wall the connection reinforcement rib 1-8 and anti-collision wall mounting platform 1-9 of bottom gusset 1 are total Anti-collision wall 10 is installed with corner.
Further, the bottom bottom gusset 3-1 is horizontal horizontal plate body 1-1, wherein the one of horizontal plate body 1-1 Vertical short connecting plate 1-2 is arranged in end, and ladder connector is arranged in the other end, is divided into three ladders, and bottom is followed successively by bottom company upwards Meet step 1-13, intermediate connection second level ladder 1-15 connect three-level ladder 1-17 with top, three is highly equal；In bottom Level-one rank is respectively formed between connection step 1-13, intermediate connection second level ladder 1-15 and top connection three-level ladder 1-17 Three is connected by terraced platform 1-14 and second level ladder platform 1-16；The width of step platform 1-14 and second level ladder platform 1-16 It spends equal；
Along the connection interior angle of horizontal plate body 1-1 and vertical short connecting plate 1-2, a Duan Sanci is arranged in the end of horizontal plate body 1-1 Protection warning corrugated ribbon 1-11；
It is adjacent with protection warning corrugated ribbon 1-11 three times three times between protection warning corrugated ribbon 1-11 and vertical short connecting plate 1-2 One section reinforce protection slope 1-10 for secondary anticollision, from protection warning corrugated ribbon 1-11 three times towards vertical short connecting plate 1-2 Direction is obliquely；The height that protection slope 1-10 is reinforced in secondary anticollision is 50 ~ 100mm wide, and the gradient is 30 ~ 45 °；
Secondary anticollision is reinforced between protection slope 1-10 and vertical short connecting plate 1-2, is one section of horizontal anti-collision wall mounting platform 1-9, anti-collision wall mounting platform 1-9 width are 200 ~ 300mm；
The inside of vertical short connecting plate 1-2 is respectively top connection reinforcement overhung ribs 1-4, top connection reinforcement diagonal rib from top to bottom 1-5, intermediate groove 1-6, base angle connection reinforcement diagonal rib 1-7, anti-collision wall connection reinforcement rib 1-8；Top connection reinforcement overhung ribs 1-4 Positioned at the top of vertical short connecting plate 1-2, stretched out in horizontal direction；The lower part of top connection reinforcement overhung ribs 1-4 is to vertical short It is taken in inside connecting plate 1-2 and the lower section of downward top connection reinforcement diagonal rib 1-5, top connection reinforcement diagonal rib 1-5 is one section Vertical intermediate groove 1-6 is that the base angle stretched out to outside vertical short connecting plate 1-2 plate downwards connects in the lower section of intermediate groove 1-6 It connects and reinforces diagonal rib 1-7；The lower section of base angle connection reinforcement diagonal rib 1-7 is one section of vertical anti-collision wall connection reinforcement rib 1-8；End connection Reinforce overhung ribs 1-4 and anti-collision wall connection reinforcement rib 1-8 in same perpendicular；
Horizontal plate body 1-1 is arc-shaped transition outer arc segments 1-3 with the outside connected vertical short connecting plate 1-2；
2 ~ 3 horizontal connection installing port 1-19, the horizontal plate body 1- of two sides are respectively set in the two sides of the top surface horizontal plate body 1-1 1 middle line that is averagely divided with plate is symmetrical；Horizontal connection installing port 1-19 is 100 apart from edge close to the edge of horizontal plate body 1-1 ~ 150mm opens up downwards 30 ~ 50mm of the horizontal central line of horizontal plate body 1-1 or less；And it is opened in horizontal central line horizontal direction side end face If connecting screw hole 1-18；
Entire bottom gusset is divided into two equal parts, makes horizontal plate body 1-1, vertical short connecting plate 1-2 referred to as pair Two parts claimed；The top of vertical short connecting plate 1-2 is level, and top longitudinal shear key 1-12, top is respectively set For longitudinal shear key 1-12 among two moieties, top longitudinal shear key 1-12 is distributed in the identical bits of two moieties It sets；On top, the centre of two moieties of connection reinforcement diagonal rib 1-5 opens up vertical connection installing port 1-20 respectively, and it is vertical to make Installing port 1-20 is connected in the same position of two moieties, the vertical installing port 1-20 that connects is driveed upwards to top connection reinforcement The top surface of overhung ribs 1-4 inwardly opens up intermediate groove 1-6 and continues inside 30-50mm；Connection installing port 1-20's vertically Intermediate and the surface intermediate groove 1-6 position opens up connecting screw hole 1-18 up to the top of vertical short connecting plate 1-2 straight up； Three times protection warning corrugated ribbon 1-11 be in the connection along horizontal plate body 1-1 and vertical short connecting plate 1-2 angular width be 100 ~ The wave road surface of 150mm.
Further, the bottom intermediate plate 2 overlooks generally rectangle, and there are two orthogonal symmetrical for entire plate Axis；
Bottom is horizontal horizontal plate body 2-1, entire in one perforation of intermediate setting of the wherein longitudinal direction of horizontal plate body 2-1 The short connecting plate 2-2 in the centre of short side direction；
Ladder connector is respectively set in the both ends of horizontal plate body 2-1, is divided into three ladders, and bottom is followed successively by bottom connection upwards Step 2-13, intermediate connection second level ladder 2-15 connect three-level ladder 2-17 with top, and three's height is equal；Connect in bottom It connects and is respectively formed step between step 2-13, intermediate connection second level ladder 2-15 and top connection three-level ladder 2-17 Three is connected by platform 2-14 and second level ladder platform 2-16；
Centre connection second level ladder 2-15 is recessed relative to top connection three-level ladder 2-17 into bottom intermediate plate, bottom connection Step 2-13 is recessed relative to centre connection second level ladder 2-15 into bottom intermediate plate, step platform 2-14 and two The width of grade ladder platform 2-16 is equal；
Along the connection interior angle of horizontal plate body 2-1 and intermediate short connecting plate 2-2, a Duan Sanci is arranged in the end of horizontal plate body 2-1 Protection warning corrugated ribbon 2-11；
It is adjacent with protection warning corrugated ribbon 2-11 three times three times between protection warning corrugated ribbon 2-11 and intermediate short connecting plate 2-2 One section reinforce protection slope 2-10 for secondary anticollision, from protection warning corrugated ribbon 2-11 three times towards intermediate short connecting plate 2-2 Direction is obliquely；The height that protection slope 2-10 is reinforced in secondary anticollision is 50 ~ 100mm wide, and the gradient is 30 ~ 45 °；
Secondary anticollision is reinforced between protection slope 2-10 and intermediate short connecting plate 2-2, is one section of horizontal anti-collision wall mounting platform 2-9, anti-collision wall mounting platform 2-9 width are 200 ~ 300mm；
The inside of intermediate short connecting plate 2-2 is respectively top connection reinforcement overhung ribs 2-4, top connection reinforcement diagonal rib from top to bottom 2-5, intermediate groove 2-6, base angle connection reinforcement diagonal rib 2-7, anti-collision wall connection reinforcement rib 2-8；Top connection reinforcement overhung ribs 2-4 Positioned at the top of intermediate short connecting plate 2-2, stretched out in horizontal direction；The lower part of top connection reinforcement overhung ribs 2-4 is to intermediate short It is taken in inside connecting plate 2-2 and the lower section of downward top connection reinforcement diagonal rib 2-5, top connection reinforcement diagonal rib 2-5 is one section Vertical intermediate groove 2-6 is that the base angle stretched out to outside intermediate short connecting plate 2-2 plate downwards connects in the lower section of intermediate groove 2-6 It connects and reinforces diagonal rib 2-7；The lower section of base angle connection reinforcement diagonal rib 2-7 is one section of vertical anti-collision wall connection reinforcement rib 2-8；End connection Reinforce overhung ribs 2-4 and anti-collision wall connection reinforcement rib 2-8 in same perpendicular；
1 ~ 2 horizontal connection installing port is respectively set in the two sides of the top surface horizontal plate body 2-1 of the centre two sides short connecting plate 2-2 2-18, horizontal connection installing port 2-18 are 100 ~ 150mm apart from edge, open up water downwards close to the edge of horizontal plate body 2-1 30 ~ 50mm below the horizontal central line of platysome 2-1；And connecting screw hole 2-3 is opened up in horizontal central line horizontal direction side end face；
Bottom intermediate plate (2) is divided into symmetrical two parts by a middle line perpendicular to intermediate short connecting plate 2-2；It is intermediate The top of short connecting plate 2-2 is level, and top longitudinal shear key 2-12 is respectively set, and top longitudinal shear key 2-12 is two Among a moiety, top longitudinal shear key 2-12 is distributed in the same position of two moieties；In top connection reinforcement The centre of two moieties of diagonal rib 2-5 opens up vertical connection installing port 2-19 respectively, makes to connect installing port 2-19 vertically and exists The same position of two moieties, the vertical installing port 2-19 that connects are driveed upwards to the top surface of top connection reinforcement overhung ribs 2-4, Inwardly opens up intermediate groove 2-6 and continue inside 30-50mm；In the centre of connection installing port 2-19 and intermediate groove 2- vertically The position on 6 surfaces opens up connecting screw hole 2-3 up to the top of intermediate short connecting plate 2-2, in 2 width of bottom intermediate plate straight up The one end in direction opens up horizontal connection installing port 2-18, opens up connecting screw hole 2- to horizontal direction in horizontal connection installing port 2-18 The centre of connection second level ladder 2-15 among 3 to two moieties；
Further, the side wall construction plate 3 generally rectangular slab, the entire plate face left and right sides are symmetrical；
Lower part is lower layer's straight panel 3-1, and the bottom of lower layer straight panel 3-1 is bottom connector 3-3；Top is upper layer straight panel 3-2, upper layer The top of straight panel 3-2 is top connector 3-5；Ladder rib 3- is connected between lower layer straight panel 3-1, upper layer straight panel 3-2 for intermediate plate 4；Lower layer straight panel 3-1, the thickness of upper layer straight panel 3-2 are identical；
The bottom end of bottom connector 3-3 is that straight rib 3-6 is reinforced in the bottom stretched out on the inside of horizontal direction cabin, and straight rib 3-6 is reinforced in bottom Top be that diagonal rib 3-7 is reinforced in the bottom taken in upper and lower level straight panel 3-1 board direction；It is straight that bottom connector 3-3 stretches out lower layer The thickness for the lower layer straight panel 3-1 that the length of plate 3-1 plate face is 0.5 ~ 1 times；
The top of top connector 3-5 is that straight rib 3-13 is reinforced at the top stretched out on the inside of horizontal direction cabin, and straight rib 3- is reinforced at top 13 lower part is that diagonal rib 3-12 is reinforced at the top taken in upper layer straight panel 3-2 plate face downwards；It is straight that top connector 3-5 stretches out upper layer The thickness for the upper layer straight panel 3-2 that the length of plate 3-2 plate face is 0.5 ~ 1.5 times；
The bottom of intermediate plate connection ladder rib 3-4 is mutually connected with the plate face on the inside of the cabin lower layer straight panel 3-1, and upwards on the inside of cabin Stretch out, the length of stretching be 1 ~ 2 times lower layer straight panel 3-1 thickness；The top that diagonal rib 3-8 is reinforced in centre is straight up It is intermediate connect downstairs rib 3-9, take in form scala media ladder way 3- in the top horizontal direction of centre connection downstairs rib 3-9 10, scala media ladder way 3-10 connect upper ladder rib 3-11 among being formed straight up, and it is horizontal that centre connects upper ladder rib 3-11 It is taken in upper layer straight panel 3-2 plate face；The height of centre connection downstairs rib 3-9 is the upper ladder rib 3-11 height of intermediate connection 1.0 ~ 1.5 times；The length that centre connection downstairs rib 3-9 stretches out is the intermediate length for connecting upper ladder rib 3-11 and stretching out outward 2 times of degree；
Vertical center line is drawn in the plate face of side wall construction plate 3, plate face is divided into two equal parts；Reinforce two bottoms oblique The intermediate same position of rib 3-7 moiety downwards and opens up bottom to the vertical center line of lower layer straight panel 3-1 and vertically connects installation Mouth 3-14, bottom, which vertically connects installing port 3-14 and drives downwards to bottom, reinforces straight rib 3-6, and vertically connects installing port 3- in bottom 14 same area opens up vertical connecting screw hole 3-20 separately down；To the vertical center line of lower layer straight panel 3-1 until being more than perpendicular 30 ~ 50mm of straight middle line, and vertical connecting screw hole 3-20 is opened up downwards in the same position of the centre of vertical center line；
The vertical connection installing port 3- in top is opened up upwards in the intermediate same position that diagonal rib 3-12 moiety is reinforced at two tops 15, top, which vertically connects installing port 3-15 and driveed upwards to top, reinforces straight rib 3-13, and vertically connects installing port 3-15 at top Same area open up vertical connecting screw hole 3-20 separately down；And the same area of installing port 3-15 is vertically connected at top Respectively to the vertical center line to lower layer straight panel 3-1 until be more than 30 ~ 50mm of vertical center line, and the phase in the centre of vertical center line Open up vertical connecting screw hole 3-20 upwards with position；
The connection installation of middle layer lower horizontal is opened up upwards in two intermediate intermediate same positions for reinforcing diagonal rib 3-8 moiety Mouth 3-16, middle layer lower horizontal connection installing port 3-16 are opened upwards to the horizontal mid-plane of intermediate connection downstairs rib 3-9 Above 30 ~ 60mm, and middle layer lower horizontal connection spiral shell is opened up horizontally outward respectively in the same area of horizontal mid-plane Hole 3-18；
Middle layer upper level is opened up downwards in two intermediate intermediate same positions for connecting upper ladder rib 3-11 moiety to connect Installing port 3-17 is met, middle layer upper level connection installing port 3-17 is opened downwards into the intermediate level for connecting upper ladder rib 3-11 Between 30 ~ 60mm below plane, and open up middle layer upper level horizontally outward respectively in the same area of horizontal mid-plane Connecting screw hole 3-19.
Further, the intermediate structure plate 4 generally rectangular slab, the entire plate face left and right sides is symmetrical, and side end face The left and right sides is symmetrical；
Lower part is lower layer's straight panel 4-1, and the bottom of lower layer straight panel 4-1 is bottom connector 4-3；Top is upper layer straight panel 4-2, upper layer The top of straight panel 4-2 is top connector 4-5；Ladder rib 4- is connected between lower layer straight panel 4-1, upper layer straight panel 4-2 for intermediate plate 4；Lower layer straight panel 4-1, the thickness of upper layer straight panel 4-2 are identical；
The bottom end of bottom connector 4-3 is that straight rib 4-6 is reinforced in vertical outwardly directed bottom, and the top of straight rib 4-6 is reinforced in bottom Diagonal rib 4-7 is reinforced in bottom inwardly to take in upwards, and the both side plate that diagonal rib 4-7 takes in always lower layer straight panel 4-1 is reinforced in bottom Face；Bottom connector 4-3 stretches out the equal length of the two sides lower layer's straight panel 4-1 plate face, and is 0.5 ~ 1 times of lower layer straight panel 4-1 Thickness；
The top of top connector 4-5 is that straight rib 4-13 is reinforced at vertical outwardly directed top, and top is reinforced under straight rib 4-13 Portion is that diagonal rib 4-12 is reinforced at the top inwardly taken in downwards, and top reinforces diagonal rib 4-12 and takes in two to upper layer straight panel 4-2 always Lateral plates；Top connector 4-5 stretches out the equal length of the two sides upper layer straight panel 4-2 plate face, is 1 ~ 2 times of upper layer straight panel 4-2 Thickness；
The bottom of intermediate plate connection ladder rib 4-4 is mutually connected respectively with the plate face of the two sides lower layer straight panel 4-1, and upward respectively It is protruding, the length of stretching be 1 ~ 2 times lower layer straight panel 4-1 thickness；Distinguish on the top that diagonal rib 4-8 is reinforced in centre Downstairs rib 4-9 is connected for straight up intermediate, and shape is taken in horizontal direction respectively in the top of centre connection downstairs rib 4-9 At scala media ladder way 4-10, scala media ladder way 4-10 connects upper ladder rib 4-11 among being formed straight up, intermediate to connect Ladder rib 4-11 is taken in the upper layer two sides straight panel 4-2 plate face in horizontal direction respectively；Centre connection downstairs rib 4-9 height be Centre connects 1.0 ~ 1.5 times of upper ladder rib 4-11 height；The length that centre connection downstairs rib 4-9 stretches out outward is centre 2 times of the length that ladder rib 4-11 stretches out outward in connection；
Vertical center line is drawn in the plate face of intermediate structure plate 4, plate face is divided into two equal parts；Reinforce two bottoms oblique The intermediate same position of rib 4-7 moiety opens up downwards bottom and vertically connects installing port 4-14, and bottom vertically connects installing port 4-14, which is driveed downwards to bottom, reinforces straight rib 4-6, and opens separately down in the same area that bottom vertically connects installing port 4-14 If vertical connecting screw hole 4-20；It is perpendicular that top is opened up upwards in the intermediate same position that diagonal rib 4-12 moiety is reinforced at two tops To connection installing port 4-15, top, which vertically connects installing port 4-15 and driveed upwards to top, reinforces straight rib 4-13, and vertical at top The same area of connection installing port 4-15 opens up vertical connecting screw hole 4-20 separately down；
The connection installation of middle layer lower horizontal is opened up upwards in two intermediate intermediate same positions for reinforcing diagonal rib 4-8 moiety Mouth 4-16, middle layer lower horizontal connection installing port 4-16 are opened upwards to the horizontal mid-plane of intermediate connection downstairs rib 4-9 Above 30 ~ 60mm, and middle layer lower horizontal connection spiral shell is opened up horizontally outward respectively in the same area of horizontal mid-plane Hole 4-18；
Middle layer upper level is opened up downwards in two intermediate intermediate same positions for connecting upper ladder rib 4-11 moiety to connect Installing port 4-17 is met, middle layer upper level connection installing port 4-17 is opened downwards into the intermediate level for connecting upper ladder rib 4-11 Between 30 ~ 60mm below plane, and open up middle layer upper level horizontally outward respectively in the same area of horizontal mid-plane Connecting screw hole 4-19.
Further, the plate body 5-1 generally rectangle of the media layer damage plate 5 is divided equally at the length direction both ends of plate body 5-1 Not She Zhi ladder, here is inwardly to take in down to take in step 5-4, and the above is outwardly directed overhanging step 5-5；Under take in Step 5-4, the height of upper overhanging step 5-5 are equal；
In two sides of plate body 5-1 length direction, each side of the top surface of plate body 5-1 connects between opening up 2 ~ 3 longitudinal plates respectively Meeting installing port 5-10, connection installing port 5-10 is rectangle between longitudinal plate, the vertical longitudinal direction with plate body 5-1 of longitudinal direction, and Longitudinal direction edge 50 ~ 100mm of the installing port 5-10 apart from plate body 5-1 is connected between longitudinal plate, connects installing port 5- between longitudinal plate 10 open up 30 ~ 60mm of plate body 5-1 height middle line or less downwards, and open to two side end levels of plate body 5-1 length direction If connecting screw hole 5-11 between longitudinal plate；
It draws a middle line and plate body 5-1 is divided into two equal parts along length direction；
Same position two equal parts, the lower surface plate body 5-1 that step 5-4 is taken under open up lower layer's connection peace Fill mouth 5-2；Lower layer connection installing port 5-2 is opened up down upwards takes in 30 ~ 60mm of step 5-4 height middle line or more, and receives downwards Lower connecting screw hole 5-6 is opened up into step 5-4 end horizontal；It is rectangle that lower layer, which connects installing port 5-2, and long side takes in platform perpendicular under Rank 5-4, and lower layer connection installing port 5-2 takes in step 5-4 50 ~ 100mm of edge under；
Same position two equal parts opens up upper layer connection peace close to the upper surface plate body 5-1 of upper overhanging step 5-5 Fill mouth 5-3；Upper layer connection installing port 5-3 opens up downwards 30 ~ 60mm of overhanging step 5-5 height middle line or less, and outer upwards It stretches step 5-5 end horizontal and opens up connecting screw hole 5-7；It is rectangle that upper layer, which connects installing port 5-3, and long side is perpendicular to upper overhang table Rank 5-5, and upper layer connection installing port 5-3 is from upper overhanging step 5-5 50 ~ 100mm of edge；
In the overhanging connection reinforcing bar 5-8 of the pre-buried U-shaped both-end of the middle line of the short side of plate body 5-1, the overhanging connection reinforcing bar 5-8 of U-shaped both-end with The short side of plate body 5-1 is parallel；
The overhanging connection reinforcing bar 5-8 of U-shaped both-end is U-shaped reinforcing bar, and bottom edge is horizontal, and bottom edge is entirely located in plate body 5-1, and bottom edge distance The bottom surface of plate body 5-1 is 35 ~ 50mm；The both ends on bottom edge bend vertically upwards and vertically extend the surface plate body 5-1, stretch out point and are located at The center of the same position of two equal parts；Thread is had at the both ends of the overhanging connection reinforcing bar 5-8 of U-shaped both-end, And have respectively and the first matched nut 5-9 of thread.
Further, the piping lane demarcation plate 6 mainly include plate body 6-1, vertical installing port 6-2, be horizontally mounted a mouthful 6-3, Screw hole 6-4；Plate body 6-1 generally rectangular slab, it is uniform respectively on the side surface therein plate body 6-1 close to two horizontal ends It opens up and is horizontally mounted a mouthful 6-3, being horizontally mounted mouthful 6-3 is rectangular opening, and long side is horizontal, is horizontally mounted a mouthful 6-3 and opens up more than plate body 6-1 Thickness middle line 30-50mm, and screw hole 6-4 is opened up to the horizontal end face plate body 6-1 in thickness middle line level；
The plate face of plate body 6-1 is divided vertically into two equal parts, respectively in the close bottom of the two equal parts It is intermediate and open up vertical installing port 6-2 with being horizontally mounted in mouthful plate face of 6-3 phase the same side close to top center, it is vertical install Mouth 6-2 is rectangle, and long side is vertical,
Vertical installing port 6-2 is opened up more than plate body 6-1 thickness middle line 30-50mm, and thickness middle line respectively respectively upwards and to Under open up screw hole 6-4 to the top plate body 6-1 and bottom end.
Further, the vault construction plate 7 includes vault construction plate a7a and vault construction plate b7b,
The vault construction plate a7a mainly includes arc panel 7-1, vertical connection reinforcement rib 7-2, horizontal bottom connection reinforcement rib Laterally connect between 7-3, horizontal bottom connection diagonal rib 7-4, horizontal top connection reinforcement rib 7-5, horizontal top connection diagonal rib 7-6, plate Meet longitudinally connected installing port 7-8 between installing port 7-7, plate, vertical shell connection installing port 7-9, vertical partition wall connection installing port 7- 10, screw hole 7-11, the horizontal steel plate 7-12 vertically connected, vertical steel plate 7-13 connected horizontally, internal layer circumferential direction steel bar stress 7- 14, outer layer circumferential direction steel bar stress 7-15, vertical stiffener 7-16, internal layer reinforce bending reinforcing steel bar 7-17, outer layer reinforces bent steel Muscle 7-18, end enhancing steel ring 7-19, longitudinally reinforced ring muscle 7-20, partition wall reinforce connection rib 7-21, steel plate perforation 7-22；
Arc panel 7-1 is arc, and one end of arc is horizontal ends, and the other end is vertical end；In the inside of vertical end, setting is vertical Connection reinforcement rib 7-2；Horizontal bottom connection reinforcement rib 7-3 is set in the lower part of horizontal ends, horizontal bottom connection reinforcement rib 7-3 exists End plane be it is vertical, medial surface is arranged to inclined horizontal bottom connection diagonal rib 7-4；The horizontal top of setting on the top of horizontal ends Portion connection reinforcement rib 7-5, horizontal top connection reinforcement rib 7-5 in end plane be it is vertical, medial surface is arranged to inclined level Top connects diagonal rib 7-6；The height of horizontal top connection reinforcement rib 7-5 is 100 ~ 150mm, horizontal bottom connection reinforcement rib 7-3 Height is 2 times of horizontal top connection reinforcement rib 7-5 height；
Equally distributed internal layer circumferential direction steel bar stress 7-14 is set in the internal layer of arc panel 7-1, is arranged in outer layer equally distributed Two pieces of horizontal steel plate 7-12 vertically connected, the water vertically connected is arranged in vertical end respectively in outer layer circumferential direction steel bar stress 7-15 Plain plate 7-12 is welded with two internal layer circumferential direction steel bar stress 7-14 and outer layer circumferential direction steel bar stress 7-15 respectively；It is welding respectively Meet the two internal layer circumferential direction steel bar stress 7-14 and outer layer circumferential direction steel bar stress of the horizontal steel plate 7-12 vertically connected in same The vertical steel plate 7-13, the horizontal steel plate 7-12 vertically connected at two groups, horizontal connection of the other end weld horizontal connection of 7-15 Vertical steel plate 7-13, internal layer circumferential direction steel bar stress 7-14 and outer layer circumferential direction steel bar stress 7-15 constitute frame body two sides number Amount is equal；All outer layer circumferential direction steel bar stress 7-15 are corresponded with internal layer circumferential direction steel bar stress 7-14；
Horizontal steel plate 7-12, vertical steel plate 7-13 connected horizontally, the internal layer circumferential direction steel bar stress 7-14 vertically connected at two groups It is suitable with the width of the two sides of the outer layer circumferential direction steel bar stress 7-15 frame body constituted, and the width between the frame body constituted for four The half of degree；
Several equally distributed longitudinally reinforced ring muscle 7-20 are set, longitudinally reinforced ring muscle 7-20 be respectively perpendicular with internal layer circumferential direction by Power reinforcing bar 7-14 and outer layer circumferential direction steel bar stress 7-15, and all internal layer circumferential direction steel bar stress 7-14 and outer layer circumferential direction stress steel Muscle 7-15 is encased；
The horizontal steel plate 7-12 vertically connected is extend into vertical connection reinforcement rib 7-2, and two vertical stiffeners are respectively welded Spacing between 7-16, vertical stiffener 7-16 is equal with the spacing between internal layer circumferential direction steel bar stress 7-14；It is vertical to reinforce Reinforcing bar 7-16 straight up and extends to outer layer circumferential direction steel bar stress 7-15 always, respectively in two vertical stiffener 7-16 and perpendicular Steel plate perforation 7-22 is opened up among to the solder joint of the horizontal steel plate 7-12 of connection, respectively in two outer layer circumferential direction steel bar stress 7-15 With opened up among the solder joint for the horizontal steel plate 7-12 vertically connecting steel plate perforation 7-22；
Horizontal bottom connection reinforcement rib 7-3 is protruded into the lower part vertical steel plate 7-13 connected horizontally, and two internal layers are respectively welded and reinforce Bending reinforcing steel bar 7-17, internal layer reinforce the spacing between bending reinforcing steel bar 7-17 and the spacing phase between internal layer circumferential direction steel bar stress 7-14 Deng；Internal layer is reinforced bending reinforcing steel bar 7-17 level and is bent at the horizontal bottom connection edge diagonal rib 7-4, and connect tiltedly with horizontal bottom Rib 7-4 is parallel always and equidirectional always extends to outer layer circumferential direction steel bar stress 7-15；The top vertical steel plate 7-13 connected horizontally It is extend into horizontal top connection reinforcement rib 7-5, two outer layers are respectively welded and reinforce bending reinforcing steel bar 7-18, outer layer reinforces bending reinforcing steel bar Spacing between 7-18 is equal with the spacing between internal layer circumferential direction steel bar stress 7-14；It is horizontal that outer layer reinforces bending reinforcing steel bar 7-18 And it is bent at the horizontal top connection edge diagonal rib 7-6, and parallel always with horizontal top connection diagonal rib 7-6 and equidirectional always stretch To internal layer circumferential direction steel bar stress 7-14；
Vertical steel plate 7-13 connected horizontally reinforces bending reinforcing steel bar 7- in two outer layer circumferential direction steel bar stress 7-15 and two outer layers 18 centre opens up steel plate perforation 7-22；
Vertical steel plate 7-13 connected horizontally reinforces bending reinforcing steel bar 7- in two internal layer circumferential direction steel bar stress 7-14 and two internal layers 17 centre opens up steel plate perforation 7-22；
The horizontal bottom connection reinforcement rib 7-3 and horizontal top connection reinforcement rib 7-5 of vault construction plate b7b is vault construction plate 2 ~ 4 times of the horizontal bottom connection reinforcement rib 7-3 of a7a and horizontal top connection reinforcement rib 7-5 width；
Vault construction plate b7b is than vault construction plate a7a long, and after the connection of the two circumferential direction, center line is located at the water of vault construction plate b7b In flat bottoms connection reinforcement rib 7-3 and horizontal top connection reinforcement rib 7-5, the horizontal bottom connection reinforcement rib 7-3 of middle line two sides Width is equal.
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 (8)

1. a kind of assembly concrete underground traffic and comprehensive pipe gallery structure mainly include bottom gusset (1), bottom intermediate plate (2), side wall construction plate (3), intermediate structure plate (4), media layer damage plate (5), piping lane demarcation plate (6), roof construction plate (7), bolt (8), nut (9), anti-collision wall (10), traffic cabin (11), pipe gallery cabin (12), it is characterised in that:
Assembly concrete underground traffic and comprehensive pipe gallery structure are two layers of underground structure, cross section bilateral symmetry；Bottom is simultaneously Equal rectangle traffic cabin (11) is arranged, top layer is four pipe gallery cabin (12) side by side；
It is bottom intermediate plate (2) bottom intermediate plate (2) bilateral symmetry among bottom；Divide equally on the outside of the both sides of bottom intermediate plate (2) Not Wei bottom gusset (1), two bottom gussets (1) are symmetrical relative to bottom intermediate plate (2)；Connect in the level of bottom gusset (1) Connect that installing port (1-19) is inner to be worn bolt (8), bolt (8) passes through bottom gusset (1) connecting screw hole (1-18) and bottom intermediate plate (2) Connecting screw hole (2-3), enter the horizontal connection installing port (2-18) of bottom intermediate plate (2), using nut (9) connect；
In the vertical short connecting plate top (1-2) installation side wall construction plate (3) of bottom gusset (1), the bottom of side wall construction plate (3) It is internal towards traffic cabin (11) to reinforce straight rib (3-6), wears bolt the vertical connection installing port (1-20) of bottom gusset (1) is inner (8), bolt (8) passes through the vertical connecting screw hole (3-20) of bottom gusset (1) connecting screw hole (1-18) and side wall construction plate (3), The bottom for entering side wall construction plate (3) vertically connects installing port (3-14), is connected using nut (9)；
Intermediate structure plate (4) are installed on the centre short connecting plate top (2-2) of bottom intermediate plate (2), in bottom intermediate plate (2) Installing port (2-19) is inner wears bolt (8) for vertical connection, and bolt (8) is by bottom intermediate plate (2) connecting screw hole (2-3) and intermediate ties The vertical connecting screw hole (4-20) of structure plate (4), the bottom for entering intermediate structure plate (4) vertically connect installing port (4-14), adopt It is connected with nut (9)；
The both ends of media layer damage plate (5) are overlapped on side wall construction plate (3) respectively and the intermediate of intermediate structure plate (4) connects downstairs Rib (3-9) and intermediate connection downstairs rib (4-9)；Step (5-4), upper overhanging step (5-5) are taken under media layer damage plate (5) Downstairs rib (3-9) is connect with the centre of side wall construction plate (3) respectively, intermediate connect above ladder rib (3-11) is agreed with；Middle layer knot Step (5-4), upper overhanging step (5-5) are taken under structure plate (5) connect downstairs rib with the intermediate of intermediate structure plate (4) respectively (4-9), intermediate connect above ladder rib (4-11) are agreed with；Lower layer's connection of structural slab (5) is installing port (5-2) and upper in middle level respectively It is worn bolt (8) in layer connection installing port (5-3), the middle layer lower horizontal that bolt (8) respectively penetrates side wall construction plate (3) connects Installing port (3-16), middle layer upper level connection installing port (3-17) are connect, and penetrates into the middle layer of intermediate structure plate (4) Lower horizontal connects installing port (4-16), middle layer upper level connection installing port (4-17), and nut (9) are respectively adopted even It connects；
Vault construction plate (7) includes vault construction plate a (7a) and vault construction plate b (7b), vault construction plate a (7a) and vault knot The vertical steel plate (7-13) connected horizontally of structure plate b (7b) holds opposite one by one, vault construction plate a (7a) and vault construction plate b The width of (7b) is equal, longitudinally connected installing port (7- between the plate of the vault construction plate a (7a) and vault construction plate b (7b) of two sides 8) it corresponds, bolt (8) is inserted by longitudinally connected installing port (7-8) between the plate face top and plate face plate on wherein one side Longitudinally connected installing port (7-8) between the plate of another side, and alternative nut (3) connects；Vault construction plate a (7a) and arch in two sides Roof construction plate b (7b) mutually replaces；Vault construction plate a (7a) is shorter than vault construction plate b (7b), and the outboard end in every side is equal Alignment, adjacent intermediate connecting sewing are mutually staggered, and are alternately positioned in the two sides of longitudinal midline respectively, and apart from middle line distance It is equal；The longitudinally connected point of the vault construction plate a (7a) and vault construction plate b (7b) of two sides are respectively positioned on same position, adjacent The tie point of vault construction plate a (7a) and vault construction plate b (7b) are 2 ~ 3, the longitudinal in a row alignment of tie point；Connection side Formula are as follows: lateral connection is installed between opening up plate at the top of the edge vault construction plate a (7a) and vault construction plate b (7b) of connecting sewing Mouthful (7-7), lateral connection installing port (7-7) opens up downwards vault construction plate a (7a) and vault construction plate b (7b) respectively between plate Less than half 30 ~ 60mm of respective plate thickness, and in the position horizontal direction vault construction plate a (7a) and vault construction plate b of plate thickness half Longitudinal side of (7b) opens up screw hole (7-11)；Using the adjacent vault construction plate a (7a) of bolt (8) connection and vault construction plate b Lateral connection installing port (7-7) between plate on (7b), and connected using nut (3)；In every piece of vault construction plate a (7a) and vault Structural slab b (7b) reinforces connection rib (7-21) in the partition wall that bottom setting 1 ~ 2 penetrates through along longitudinal direction, and partition wall reinforces connection rib The bottom level of (7-21)；The longitudinal direction of entire pipeline vertical with partition wall reinforcement connection rib (7-21) is respectively by every block of vault construction plate A (7a) and vault construction plate b (7b) are divided equally into two parts, reinforce the corresponding position of connection rib (7-21), Mei Geping in partition wall The same area of branch branch center opens up vertical partition wall connection installing port (7-10), and vertical partition wall connection installing port (7-10) is downward Vault construction plate a (7a) and vault construction plate b (7b) respective half are opened up respectively, and open up screw hole (7-11) at center； Vertical partition wall connection installing port (7-10) on both sides and screw hole (7-11) the row of being aligned to respectively；In every piece of vault construction plate a The both ends of (7a) and vault construction plate b (7b) far from connecting sewing, are opened downwards in equal two-part center same area respectively If vertical shell connection installing port (7-9), and screw hole (7-11) is opened up downwards in vertical shell connection installing port (7-9)；
The vertical connection reinforcement rib (7-2) of vault construction plate (7) and the top connector (3-5) of side wall construction plate (3) mutually agree with, It vertically connects installing port (3-15) at the top of side wall construction plate (3) to wear bolt (8), bolt (8) pierces into vault construction plate (7) Vertical shell connect installing port (7-9), using nut (9) connect；The horizontal bottom connection reinforcement rib of vault construction plate (7) The top connector (4-5) of (7-3) and intermediate structure plate (4) mutually agree with, and vertically connect installation at the top of intermediate structure plate (4) Mouth (4-15) is worn bolt (8), and bolt (8) pierces into the connection of the vertical shell on horizontal bottom connection reinforcement rib (7-3) installing port (7- 9) it, is connected using nut (9)；
Overhanging connection reinforcing bar (5-8) of the U-shaped both-end of media layer damage plate (5) is inserted into the vertical installation of piping lane demarcation plate (6) bottom Mouth (6-2) is connected using nut (9)；Vertical installing port (6-2) at the top of piping lane demarcation plate (6) is worn bolt (8), bolt (8) Vertical partition wall connection installing port (7-10) for piercing into roof construction plate (7), is connected using nut (9)；
Top connection reinforcement overhung ribs (1-4), anti-collision wall connection reinforcement rib (1-8) and the anti-collision wall installation of bottom gusset (1) are put down Platform (1-9) mutual corner installs anti-collision wall (10).
2. assembly concrete underground traffic and comprehensive pipe gallery structure according to claim 1, it is characterised in that: the bottom The gusset bottom (3-1) is horizontal horizontal plate body (1-1), and vertical short connecting plate is arranged in wherein one end of horizontal plate body (1-1) (1-2), the other end are arranged ladder connector, are divided into three ladders, bottom be followed successively by upwards bottom connection step (1-13), Centre connection second level ladder (1-15) connects three-level ladder (1-17) with top, and three's height is equal；Level-one rank is connected in bottom It is flat that step is respectively formed between terraced (1-13), intermediate connection second level ladder (1-15) and top connection three-level ladder (1-17) Three is connected by platform (1-14) and second level ladder platform (1-16)；Step platform (1-14) and second level ladder platform (1-16) Width it is equal；
Along the connection interior angle of horizontal plate body (1-1) and vertical short connecting plate (1-2), the end setting one of horizontal plate body (1-1) Duan Sanci protection warning corrugated ribbon (1-11)；
Three times between protection warning corrugated ribbon (1-11) and vertical short connecting plate (1-2), with protection warning corrugated ribbon (1- three times 11) reinforce protection slope (1-10) for secondary anticollision for adjacent one section, from protection warning corrugated ribbon (1-11) three times towards vertical Short connecting plate (1-2) direction is obliquely；The height that protection slope (1-10) is reinforced in secondary anticollision is 50 ~ 100mm wide, the gradient 30 ~45°；
Secondary anticollision is reinforced being one section of horizontal anti-collision wall installation between protection slope (1-10) and vertical short connecting plate (1-2) Platform (1-9), anti-collision wall mounting platform (1-9) width are 200 ~ 300mm；
The inside of vertical short connecting plate (1-2) is respectively top connection reinforcement overhung ribs (1-4), top connection reinforcement from top to bottom Diagonal rib (1-5), intermediate groove (1-6), base angle connection reinforcement diagonal rib (1-7), anti-collision wall connection reinforcement rib (1-8)；Top connection Reinforce the top that overhung ribs (1-4) is located at vertical short connecting plate (1-2), stretching out in horizontal direction；Top connection reinforcement overhung ribs (1- 4) lower part is to take in the inside of vertical short connecting plate (1-2) and downward top connection reinforcement diagonal rib (1-5), top connection plus The lower section of strong diagonal rib (1-5) is one section of vertical intermediate groove (1-6), is downwards to vertical in the lower section of intermediate groove (1-6) The base angle connection reinforcement diagonal rib (1-7) stretched out outside short connecting plate (1-2) plate；The lower section of base angle connection reinforcement diagonal rib (1-7) is one The anti-collision wall connection reinforcement rib (1-8) of Duan Shuzhi；End connection reinforcement overhung ribs (1-4) and anti-collision wall connection reinforcement rib (1-8) exist Same perpendicular；
The outside of horizontal plate body (1-1) and vertical short connecting plate (1-2) connection is arc-shaped transition outer arc segments (1-3)；
2 ~ 3 horizontal connection installing ports (1-19), the level board of two sides is respectively set in the two sides of the top surface horizontal plate body (1-1) The middle line that body (1-1) is averagely divided with plate is symmetrical；The edge of horizontal connection installing port (1-19) close horizontal plate body (1-1), away from Isolated edge is 100 ~ 150mm, opens up 30 ~ 50mm of the horizontal central line of horizontal plate body (1-1) or less downwards；And in horizontal central line water It puts down to side end face and opens up connecting screw hole (1-18)；
Entire bottom gusset is divided into two equal parts, claims horizontal plate body (1-1), vertical short connecting plate (1-2) For symmetrical two parts；The top of vertical short connecting plate (1-2) is level, and top longitudinal shear key (1- is respectively set 12), top longitudinal shear key (1-12) is among two moieties, top longitudinal shear key (1-12) be distributed in two it is equal Partial same position；Vertical connection peace is opened up respectively in the centre of two moieties of top connection reinforcement diagonal rib (1-5) It fills mouth (1-20), makes to connect installing port (1-20) vertically in the same position of two moieties, connect installing port (1- vertically 20) it drives upwards to the top surface of top connection reinforcement overhung ribs (1-4), inwardly opens up intermediate groove (1-6) and continue inside 30- 50mm；Connection spiral shell is opened up straight up in the centre of connection installing port (1-20) vertically and the position on the surface intermediate groove (1-6) Hole (1-18) is up to the top of vertical short connecting plate (1-2)；Protection warning corrugated ribbon (1-11) is along horizontal plate body (1- three times 1) the wave road surface for being 100 ~ 150mm with angular width in the connection of vertical short connecting plate (1-2).
3. assembly concrete underground traffic and comprehensive pipe gallery structure according to claim 1, it is characterised in that: the bottom Intermediate plate (2) overlooks generally rectangle, and there are two orthogonal symmetry axis for entire plate；
Bottom is horizontal horizontal plate body (2-1), in one perforation of intermediate setting of the wherein longitudinal direction of horizontal plate body (2-1) The short connecting plate in centre (2-2) of entire short side direction；
Ladder connector is respectively set in the both ends of horizontal plate body (2-1), is divided into three ladders, and bottom is followed successively by bottom company upwards Connect step (2-13), intermediate connection second level ladder (2-15) connects three-level ladder (2-17) with top, three is highly equal； Step (2-13), intermediate connection second level ladder (2-15) and top is connected in bottom to connect and divide between three-level ladder (2-17) Not Xing Cheng step platform (2-14) and second level ladder platform (2-16) three is connected；
Centre connection second level ladder (2-15) is recessed relative to top connection three-level ladder (2-17) into bottom intermediate plate, bottom It connects step (2-13) and is recessed relative to centre connection second level ladder (2-15) into bottom intermediate plate, step platform The width of (2-14) and second level ladder platform (2-16) is equal；
Along the connection interior angle of horizontal plate body (2-1) and intermediate short connecting plate (2-2), the end setting one of horizontal plate body (2-1) Duan Sanci protection warning corrugated ribbon (2-11)；
Three times between protection warning corrugated ribbon (2-11) and intermediate short connecting plate (2-2), with protection warning corrugated ribbon (2- three times 11) reinforce protection slope (2-10) for secondary anticollision for adjacent one section, from protection warning corrugated ribbon (2-11) three times towards centre Short connecting plate (2-2) direction is obliquely；The height that protection slope (2-10) is reinforced in secondary anticollision is 50 ~ 100mm wide, the gradient 30 ~45°；
Secondary anticollision is reinforced being one section of horizontal anti-collision wall installation between protection slope (2-10) and intermediate short connecting plate (2-2) Platform (2-9), anti-collision wall mounting platform (2-9) width are 200 ~ 300mm；
The inside of intermediate short connecting plate (2-2) is respectively top connection reinforcement overhung ribs (2-4), top connection reinforcement from top to bottom Diagonal rib (2-5), intermediate groove (2-6), base angle connection reinforcement diagonal rib (2-7), anti-collision wall connection reinforcement rib (2-8)；Top connection Reinforce the top that overhung ribs (2-4) is located at intermediate short connecting plate (2-2), stretching out in horizontal direction；Top connection reinforcement overhung ribs (2- 4) lower part is to take in the inside of intermediate short connecting plate (2-2) and downward top connection reinforcement diagonal rib (2-5), top connection plus The lower section of strong diagonal rib (2-5) is one section of vertical intermediate groove (2-6), is downwards to centre in the lower section of intermediate groove (2-6) The base angle connection reinforcement diagonal rib (2-7) stretched out outside short connecting plate (2-2) plate；The lower section of base angle connection reinforcement diagonal rib (2-7) is one The anti-collision wall connection reinforcement rib (2-8) of Duan Shuzhi；End connection reinforcement overhung ribs (2-4) and anti-collision wall connection reinforcement rib (2-8) exist Same perpendicular；
1 ~ 2 horizontal connection peace is respectively set in the two sides of top surface horizontal plate body (2-1) of intermediate short connecting plate (2-2) two sides It filling mouth (2-18), horizontal connection installing port (2-18) is 100 ~ 150mm apart from edge close to the edge of horizontal plate body (2-1), to Under open up 30 ~ 50mm of the horizontal central line of horizontal plate body (2-1) or less；And connection spiral shell is opened up in horizontal central line horizontal direction side end face Hole (2-3)；
Bottom intermediate plate (2) is divided into symmetrical two parts by a middle line perpendicular to intermediate short connecting plate (2-2)；In Between short connecting plate (2-2) top be level, and be respectively set top longitudinal shear key (2-12), top longitudinal shear key (2-12) among two moieties, top longitudinal shear key (2-12) is distributed in the same position of two moieties；? The centre of two moieties of top connection reinforcement diagonal rib (2-5) opens up vertical connection installing port (2-19) respectively, and it is vertical to make Installing port (2-19) is connected in the same position of two moieties, installing port (2-19) is connected vertically and is driveed upwards to top connection The top surface for reinforcing overhung ribs (2-4), inwardly opens up intermediate groove (2-6) and continues inside 30-50mm；In vertical connection installation The centre of mouth (2-19) and the position on the surface intermediate groove (2-6) open up connecting screw hole (2-3) straight up until intermediate short company The top of fishplate bar (2-2) opens up horizontal connection installing port (2-18) in one end of bottom intermediate plate (2) width direction, in level Connection installing port (2-18) opens up to horizontal direction and connects second level ladder (2- among connecting screw hole (2-3) to two moieties 15) centre.
4. assembly concrete underground traffic and comprehensive pipe gallery structure according to claim 1, it is characterised in that: the side wall Structural slab (3) generally rectangular slab, the entire plate face left and right sides are symmetrical；
Lower part is lower layer's straight panel (3-1), and the bottom of lower layer's straight panel (3-1) is bottom connector (3-3)；Top is upper layer straight panel (3-2), the top of upper layer straight panel (3-2) are top connector (3-5)；It is between lower layer's straight panel (3-1), upper layer straight panel (3-2) Intermediate plate connects ladder rib (3-4)；Lower layer's straight panel (3-1), the thickness of upper layer straight panel (3-2) are identical；
The bottom end of bottom connector (3-3) is that straight rib (3-6) is reinforced in the bottom stretched out on the inside of horizontal direction cabin, and straight rib is reinforced in bottom The top of (3-6) is that diagonal rib (3-7) is reinforced in the bottom taken in upper and lower level straight panel (3-1) board direction；Bottom connector (3-3) The thickness for lower layer's straight panel (3-1) that the length for stretching out lower layer's straight panel (3-1) plate face is 0.5 ~ 1 times；
The top of top connector (3-5) is that straight rib (3-13) is reinforced at the top stretched out on the inside of horizontal direction cabin, and top is reinforced straight The lower part of rib (3-13) is that diagonal rib (3-12) is reinforced at the top taken in upper layer straight panel (3-2) plate face downwards；Top connector (3- 5) thickness for the upper layer straight panel (3-2) that the length for stretching out upper layer straight panel (3-2) plate face is 0.5 ~ 1.5 times；
The bottom of intermediate plate connection ladder rib (3-4) is mutually connected with the plate face on the inside of the cabin lower layer straight panel (3-1), and upward cabin Inside stretch out, the length of stretching be 1 ~ 2 times lower layer's straight panel (3-1) thickness；The top that diagonal rib (3-8) is reinforced in centre is Downstairs rib (3-9) is connected among straight up, is taken in the top horizontal direction of centre connection downstairs rib (3-9) in being formed Between ladder mouth (3-10), scala media ladder way (3-10) connects upper ladder rib (3-11) among being formed straight up, centre connection Upper ladder rib (3-11) horizontal direction upper layer straight panel (3-2) plate face is taken in；The height of centre connection downstairs rib (3-9) connects for centre Connect 1.0 ~ 1.5 times of ladder rib (3-11) height；The length that centre connection downstairs rib (3-9) is stretched out is that centre connects upper rank 2 times of the length that terraced rib (3-11) is stretched out outward；
Vertical center line is drawn in the plate face of side wall construction plate (3), plate face is divided into two equal parts；Reinforce two bottoms The intermediate same position of diagonal rib (3-7) moiety downwards and opens up bottom to the vertical center line of lower layer's straight panel (3-1) and vertically connects It connects installing port (3-14), bottom, which vertically connects installing port (3-14) and drives downwards to bottom, reinforces straight rib (3-6), and vertical in bottom The same area of connection installing port (3-14) opens up vertical connecting screw hole (3-20) separately down；To lower layer's straight panel (3-1) Vertical center line is until be more than 30 ~ 50mm of vertical center line, and open up vertical connection downwards in the same position of the centre of vertical center line Screw hole (3-20)；
The vertical connection installing port in top is opened up upwards in the intermediate same position that diagonal rib (3-12) moiety is reinforced at two tops (3-15), top, which vertically connects installing port (3-15) and driveed upwards to top, reinforces straight rib (3-13), and vertically connects peace at top The same area of dress mouth (3-15) opens up vertical connecting screw hole (3-20) separately down；And installing port is vertically connected at top The same area of (3-15) respectively to the vertical center line to lower layer's straight panel (3-1) until be more than 30 ~ 50mm of vertical center line, and The same position of the centre of vertical center line opens up vertical connecting screw hole (3-20) upwards；
Middle layer lower horizontal connection peace is opened up upwards in two intermediate intermediate same positions for reinforcing diagonal rib (3-8) moiety It fills mouth (3-16), middle layer lower horizontal connection installing port (3-16) is opened upwards to the level of intermediate connection downstairs rib (3-9) More than mid-plane 30 ~ 60mm, and middle layer lower part water is opened up horizontally outward respectively in the same area of horizontal mid-plane Flushconnection screw hole (3-18)；
Middle layer upper level is opened up downwards in two intermediate intermediate same positions for connecting upper ladder rib (3-11) moiety It connects installing port (3-17), middle layer upper level connection installing port (3-17) opens downwards to centre and connects upper ladder rib (3-11) Horizontal mid-plane below 30 ~ 60mm, and open up middle layer horizontally outward respectively in the same area of horizontal mid-plane Upper level connecting screw hole (3-19).
5. assembly concrete underground traffic and comprehensive pipe gallery structure according to claim 1, it is characterised in that: the centre Structural slab (4) generally rectangular slab, the entire plate face left and right sides is symmetrical, and the left and right sides of side end face is symmetrical；
Lower part is lower layer's straight panel (4-1), and the bottom of lower layer's straight panel (4-1) is bottom connector (4-3)；Top is upper layer straight panel (4-2), the top of upper layer straight panel (4-2) are top connector (4-5)；It is between lower layer's straight panel (4-1), upper layer straight panel (4-2) Intermediate plate connects ladder rib (4-4)；Lower layer's straight panel (4-1), the thickness of upper layer straight panel (4-2) are identical；
The bottom end of bottom connector (4-3) is that straight rib (4-6) is reinforced in vertical outwardly directed bottom, and straight rib (4-6) is reinforced in bottom Top be that diagonal rib (4-7) is reinforced in the bottom inwardly taken in upwards, bottom reinforces diagonal rib (4-7) and takes in lower layer's straight panel always The two sides plate face of (4-1)；Bottom connector (4-3) stretches out the equal length of the two sides lower layer's straight panel (4-1) plate face, and be 0.5 ~ The thickness of 1 times of lower layer's straight panel (4-1)；
The top of top connector (4-5) is that straight rib (4-13) is reinforced at vertical outwardly directed top, and straight rib (4- is reinforced at top 13) lower part is that diagonal rib (4-12) is reinforced at the top inwardly taken in downwards, and top is reinforced diagonal rib (4-12) and taken in always to upper layer The two sides plate face of straight panel (4-2)；Top connector (4-5) stretches out the equal length of the two sides upper layer straight panel (4-2) plate face, be 1 ~ The thickness of 2 times of upper layer straight panel (4-2)；
The bottom of intermediate plate connection ladder rib (4-4) is mutually connected respectively with the plate face of the two sides lower layer straight panel (4-1), and distinguishes Upwards it is protruding, the length of stretching be 1 ~ 2 times lower layer's straight panel (4-1) thickness；Reinforce the upper of diagonal rib (4-8) in centre Portion is respectively intermediate connection downstairs rib (4-9) straight up, and water is distinguished on the top of centre connection downstairs rib (4-9) Flat inwardly to take in be formed scala media ladder way (4-10), scala media ladder way (4-10) connects upper ladder rib among being formed straight up (4-11), centre connect upper ladder rib (4-11) and take in respectively to the two sides upper layer straight panel (4-2) plate face in horizontal direction；Centre connects The height for connecing downstairs rib (4-9) is intermediate 1.0 ~ 1.5 times for connecting upper ladder rib (4-11) height；Centre connection downstairs rib The length that (4-9) stretches out outward is intermediate 2 times for connecting the length that upper ladder rib (4-11) stretches out outward；
Vertical center line is drawn in the plate face of intermediate structure plate (4), plate face is divided into two equal parts；Reinforce two bottoms The intermediate same position of diagonal rib (4-7) moiety opens up downwards bottom and vertically connects installing port (4-14), and bottom vertically connects Installing port (4-14), which is driveed downwards to bottom, reinforces straight rib (4-6), and vertically connects the same area of installing port (4-14) in bottom Vertical connecting screw hole (4-20) is opened up separately down；Reinforce the intermediate identical bits of diagonal rib (4-12) moiety at two tops Vertical connection installing port (4-15) at the top of opening up upwards is set, top, which vertically connects installing port (4-15) and driveed upwards to top, to be reinforced directly Rib (4-13), and vertical connecting screw hole (4- is opened up separately down in the same area that top vertically connects installing port (4-15) 20)；
Middle layer lower horizontal connection peace is opened up upwards in two intermediate intermediate same positions for reinforcing diagonal rib (4-8) moiety It fills mouth (4-16), middle layer lower horizontal connection installing port (4-16) is opened upwards to the level of intermediate connection downstairs rib (4-9) More than mid-plane 30 ~ 60mm, and middle layer lower part water is opened up horizontally outward respectively in the same area of horizontal mid-plane Flushconnection screw hole (4-18)；
Middle layer upper level is opened up downwards in two intermediate intermediate same positions for connecting upper ladder rib (4-11) moiety It connects installing port (4-17), middle layer upper level connection installing port (4-17) opens downwards to centre and connects upper ladder rib (4-11) Horizontal mid-plane below 30 ~ 60mm, and open up middle layer horizontally outward respectively in the same area of horizontal mid-plane Upper level connecting screw hole (4-19).
6. assembly concrete underground traffic and comprehensive pipe gallery structure according to claim 1, it is characterised in that: the middle layer Ladder is respectively set at the length direction both ends of plate body (5-1) in plate body (5-1) the generally rectangle of structural slab (5), below for It inside takes in down and takes in step (5-4), the above is outwardly directed overhanging step (5-5)；Under take in step (5-4), upper outer The height for stretching step (5-5) is equal；
In two sides of plate body (5-1) length direction, each side of the top surface of plate body (5-1) opens up 2 ~ 3 longitudinal plates respectively Between connect installing port (5-10), connection installing port (5-10) is rectangle between longitudinal plate, the vertical length with plate body (5-1) of longitudinal direction Edge direction, and the 50 ~ 100mm of longitudinal direction edge of installing port (5-10) apart from plate body (5-1) is connected between longitudinal plate, between longitudinal plate Connection installing port (5-10) opens up 30 ~ 60mm of plate body (5-1) height middle line or less downwards, and to plate body (5-1) length direction Two side end levels open up connecting screw hole (5-11) between longitudinal plate；
It draws a middle line and plate body (5-1) is divided into two equal parts along length direction；
Same position two equal parts, lower surface plate body (5-1) that step (5-4) is taken under open up company, lower layer Meet installing port (5-2)；Lower layer connection installing port (5-2) upwards open up down take in step (5-4) height middle line or more 30 ~ 60mm, and take in step (5-4) end horizontal downwards and open up lower connecting screw hole (5-6)；It is square that lower layer, which connects installing port (5-2), Shape, long side are taken in step (5-4) perpendicular under, and lower layer connection installing port (5-2) taken under edge step (5-4) 50 ~ 100mm；
Same position two equal parts opens up upper layer company close to upper surface plate body (5-1) of upper overhanging step (5-5) Meet installing port (5-3)；Upper layer connection installing port (5-3) downwards open up overhanging step (5-5) height middle line or less 30 ~ 60mm, and overhanging step (5-5) end horizontal opens up connecting screw hole (5-7) upwards；It is square that upper layer, which connects installing port (5-3), Shape, long side perpendicular to upper overhanging step (5-5), and upper layer connection installing port (5-3) from upper overhanging step (5-5) edge 50 ~ 100mm；
In the overhanging connection reinforcing bar (5-8) of the pre-buried U-shaped both-end of the middle line of the short side of plate body (5-1), the overhanging connection reinforcing bar of U-shaped both-end (5-8) is parallel with the short side of plate body (5-1)；
The overhanging connection reinforcing bar (5-8) of U-shaped both-end is U-shaped reinforcing bar, and bottom edge is horizontal, and bottom edge is entirely located in plate body (5-1), and bottom edge Bottom surface apart from plate body (5-1) is 35 ~ 50mm；The both ends on bottom edge bend vertically upwards and vertically extend the surface plate body (5-1), stretch Point is located at the center of the same position of two equal parts out；In the equal band in both ends of overhanging connection reinforcing bar (5-8) of U-shaped both-end There is thread, and has respectively and the first matched nut (5-9) of thread.
7. assembly concrete underground traffic and comprehensive pipe gallery structure according to claim 1, it is characterised in that: the piping lane Demarcation plate (6) includes mainly plate body (6-1), vertical installing port (6-2), is horizontally mounted mouth (6-3), screw hole (6-4)；Plate body (6- 1) generally rectangular slab, uniformly opens up horizontal peace on plate body (6-1) side surface therein close to two horizontal ends respectively It fills mouth (6-3), being horizontally mounted mouth (6-3) is rectangular opening, and long side is horizontal, is horizontally mounted mouth (6-3) and opens up more than plate body (6-1) thickness Middle line 30-50mm is spent, and opens up screw hole (6-4) to the horizontal end face plate body (6-1) in thickness middle line level；
The plate face of plate body (6-1) is divided vertically into two equal parts, respectively at the close bottom of the two equal parts Among portion and close to top center be horizontally mounted mouth (6-3) phase the same side plate face on open up vertical installing port (6-2), erect It is rectangle to installing port (6-2), long side is vertical,
Vertical installing port (6-2) is opened up more than plate body (6-1) thickness middle line 30-50mm, and respectively upward respectively in thickness middle line With open up screw hole (6-4) to the plate body top (6-1) and bottom end downwards.
8. assembly concrete underground traffic and comprehensive pipe gallery structure according to claim 1, it is characterised in that: the vault Structural slab (7) includes vault construction plate a (7a) and vault construction plate b (7b),
The vault construction plate a (7a) mainly includes arc panel (7-1), vertical connection reinforcement rib (7-2), horizontal bottom connection Ribs (7-3), horizontal bottom connection diagonal rib (7-4), horizontal top connection reinforcement rib (7-5), horizontal top connect diagonal rib (7- 6), longitudinally connected installing port (7-8), vertical shell connect installing port (7-9), erect between lateral connection installing port (7-7), plate between plate To partition wall connection installing port (7-10), screw hole (7-11), the vertically horizontal steel plate (7-12), the vertical steel plate connected horizontally that connect (7-13), internal layer circumferential direction steel bar stress (7-14), outer layer circumferential direction steel bar stress (7-15), vertical stiffener (7-16), internal layer Reinforce bending reinforcing steel bar (7-17), outer layer reinforces bending reinforcing steel bar (7-18), end enhancing steel ring (7-19), longitudinally reinforced ring muscle (7- 20), partition wall reinforces connection rib (7-21), steel plate perforation (7-22)；
Arc panel (7-1) is arc, and one end of arc is horizontal ends, and the other end is vertical end；In the inside of vertical end, setting is perpendicular To connection reinforcement rib (7-2)；Horizontal bottom connection reinforcement rib (7-3) is set in the lower part of horizontal ends, horizontal bottom connection reinforcement Rib (7-3) in end plane be it is vertical, medial surface is arranged to inclined horizontal bottom connection diagonal rib (7-4)；In the upper of horizontal ends Horizontal top connection reinforcement rib (7-5) is arranged in portion, and horizontal top connection reinforcement rib (7-5) is vertical, medial surface in end plane It is arranged to inclined horizontal top connection diagonal rib (7-6)；The height of horizontal top connection reinforcement rib (7-5) is 100 ~ 150mm, water Flat bottoms connection reinforcement rib (7-3) is highly 2 times of horizontal top connection reinforcement rib (7-5) height；
Equally distributed internal layer circumferential direction steel bar stress (7-14) is set in the internal layer of arc panel (7-1), is uniformly divided in outer layer setting Two pieces of horizontal steel plates (7-12) vertically connected are arranged in vertical end respectively, vertically in the outer layer circumferential direction steel bar stress (7-15) of cloth The horizontal steel plate (7-12) of connection respectively with two internal layer circumferential direction steel bar stresses (7-14) and outer layer circumferential direction steel bar stress (7- 15) it welds；Respectively in two internal layer circumferential direction steel bar stress (7- for being welded on the horizontal steel plate (7-12) that same vertically connects 14) the vertical steel plate (7-13) connected with the other end weld horizontal of outer layer circumferential direction steel bar stress (7-15), vertically connects at two groups Horizontal steel plate (7-12), vertical steel plate (7-13) connected horizontally, internal layer circumferential direction steel bar stress (7-14) and the outer layer connect is circumferential The quantity of the two sides for the frame body that steel bar stress (7-15) is constituted is equal；All outer layer circumferential direction steel bar stresses (7-15) are and internal layer Circumferential steel bar stress (7-14) corresponds；
In two groups of horizontal steel plates vertically connected (7-12), vertical steel plate (7-13) connected horizontally, internal layer circumferential direction steel bar stress The width of the two sides for the frame body that (7-14) and outer layer circumferential direction steel bar stress (7-15) are constituted is suitable, and the frame body constituted for four Between width half；
Several equally distributed longitudinally reinforced ring muscle (7-20) are set, and longitudinally reinforced ring muscle (7-20) is respectively perpendicular and inner layer ring To steel bar stress (7-14) and outer layer circumferential direction steel bar stress (7-15), and all internal layer circumferential direction steel bar stresses (7-14) and outer layer Circumferential steel bar stress (7-15) encases；
The horizontal steel plate (7-12) vertically connected is extend into vertical connection reinforcement rib (7-2), and two vertical reinforcements are respectively welded Reinforcing bar (7-16), the spacing phase between spacing and internal layer circumferential direction steel bar stress (7-14) between vertical stiffener (7-16) Deng；Vertical stiffener (7-16) straight up and extends to outer layer circumferential direction steel bar stress (7-15) always, vertical at two respectively Steel plate perforation (7-22) is opened up among stiffener (7-16) and the solder joint for the horizontal steel plate (7-12) vertically connecting, respectively two Steel plate perforation (7- is opened up among root outer layer circumferential direction steel bar stress (7-15) and the solder joint for the horizontal steel plate (7-12) vertically connecting 22)；
Horizontal bottom connection reinforcement rib (7-3) is protruded into vertical steel plate (7-13) lower part connected horizontally, and two internal layers are respectively welded Reinforce bending reinforcing steel bar (7-17), internal layer reinforce bending reinforcing steel bar (7-17) between spacing and internal layer circumferential direction steel bar stress (7-14) it Between spacing it is equal；Internal layer is reinforced bending reinforcing steel bar (7-17) level and is bent at the horizontal bottom connection diagonal rib edge (7-4), and with Horizontal bottom connection diagonal rib (7-4) is parallel always and equidirectional always extends to outer layer circumferential direction steel bar stress (7-15)；Horizontal connection The top vertical steel plate (7-13) extend into horizontal top connection reinforcement rib (7-5), two outer layers are respectively welded and reinforce bent steels Muscle (7-18), outer layer reinforce the spacing between bending reinforcing steel bar (7-18) and the spacing between internal layer circumferential direction steel bar stress (7-14) It is equal；Outer layer is reinforced bending reinforcing steel bar (7-18) level and is bent at the horizontal top connection diagonal rib edge (7-6), and and horizontal top Connection diagonal rib (7-6) is parallel always and equidirectional always extends to internal layer circumferential direction steel bar stress (7-14)；
Vertical steel plate (7-13) connected horizontally reinforces bent steel in two outer layer circumferential direction steel bar stress (7-15) He Lianggen outer layers The centre of muscle (7-18) opens up steel plate perforation (7-22)；
Vertical steel plate (7-13) connected horizontally reinforces bent steel in two internal layer circumferential direction steel bar stress (7-14) He Lianggen internal layers The centre of muscle (7-17) opens up steel plate perforation (7-22)；
The horizontal bottom connection reinforcement rib (7-3) and horizontal top connection reinforcement rib (7-5) of vault construction plate b (7b) is vault knot 2 ~ 4 times of the horizontal bottom connection reinforcement rib (7-3) of structure plate a (7a) and horizontal top connection reinforcement rib (7-5) width；
Vault construction plate b (7b) is longer than vault construction plate a (7a), and after the connection of the two circumferential direction, center line is located at vault construction plate b In the horizontal bottom connection reinforcement rib (7-3) and horizontal top connection reinforcement rib (7-5) of (7b), the horizontal bottom of middle line two sides connects It is equal to connect ribs (7-3) width.
CN201910009202.5A 2019-01-04 2019-01-04 Assembly concrete underground traffic and comprehensive pipe gallery structure Withdrawn CN109518721A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
CN201910009202.5A CN109518721A (en) 2019-01-04 2019-01-04 Assembly concrete underground traffic and comprehensive pipe gallery structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
CN201910009202.5A CN109518721A (en) 2019-01-04 2019-01-04 Assembly concrete underground traffic and comprehensive pipe gallery structure

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CN109518721A true CN109518721A (en) 2019-03-26

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110485464B (en) * 2019-09-11 2021-04-06 辽宁工程技术大学 Full prefabricated assembled utility tunnel body
CN112855180A (en) * 2020-12-31 2021-05-28 苏交科集团股份有限公司 Comprehensive pipe gallery assembled structure constructed by shield method and construction method thereof

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110485464B (en) * 2019-09-11 2021-04-06 辽宁工程技术大学 Full prefabricated assembled utility tunnel body
CN112855180A (en) * 2020-12-31 2021-05-28 苏交科集团股份有限公司 Comprehensive pipe gallery assembled structure constructed by shield method and construction method thereof

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Application publication date: 20190326