CN209227603U

CN209227603U - The double-deck assembly concrete pipe gallery

Info

Publication number: CN209227603U
Application number: CN201822011513.9U
Authority: CN
Inventors: 张延年; 汪青杰
Original assignee: Shenyang Jianzhu University
Current assignee: Shenzhen Gangchuang Building Material Co., Ltd.
Priority date: 2018-12-03
Filing date: 2018-12-03
Publication date: 2019-08-09
Anticipated expiration: 2028-12-03

Abstract

The utility model relates to a kind of double-deck assembly concrete pipe galleries, belong to technical field of buildings.It wall construction plate and is attached with formula concrete media layer damage plate by protruding bar, screw bolt and nut in pipe gallery concrete shell plate, pipe gallery concrete, and by the way that plate is carried out trisection and carries out longitudinal fissure of displacement of one third, and setting shearing slot and shear connector.The utility model has the beneficial effects that pipe gallery, which is greatly reduced, builds 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

The double-deck assembly concrete pipe gallery

Technical field

The utility model belongs to technical field of buildings, more particularly to a kind of double-deck assembly concrete pipe gallery.

Background technique

The concept of underground utilities pipe gallery is built in city, the Europe originating from 19th century primarily occur ins France. Paris since 1833 has been born after first underground utilities pipe gallery system in the world, has been had so far nearly 182 years Development course.It is explored by a century, research, improvement and practice, technical level full maturity, and in external many cities The modernization symbol and city public administration for having obtained tremendous expansion, and having had become for the flourishing urban municipal construction management of foreign countries A part.

Underground pipe gallery system not only solves Urban Traffic Jam Based, also greatly facilitate electric power, communication, combustion gas, The maintenance and maintenance of the urban operating mechanisms such as water supply and sewage.In addition, the system also has certain protection against and mitigation of earthquake disasters effect.Such as nineteen ninety-five Japan During the big earthquakes in Osaka and Kobe, a large amount of house collapses in Kobe city, road are ruined, but the local most intact nothing of underground pipe gallery Damage, this significantly reduces the difficulty of the disaster relief and reconstruction after shake.Underground pipe gallery is to meeting people's livelihood primary demand and raising City integrated bearing capacity plays an important role.

Pipe gallery construction is avoided frequently excavates road and goes out to traffic and resident due to laying and repairing underground utilities Row is impacted and is interfered, and keeps the appearance of a street complete and beautiful.Reduce the maintenance of expense and utilities pipeline that road surface is repeatedly overhauled Expense.Maintain the integrality on road surface and the durability of all kinds of pipelines.Convenient for the laying of various pipelines, increase and decrease, maintenance and daily Management.Pipe gallery gut line compact and reasonable arrangement, is effectively utilized the space under road, has saved urban land.Reduce The inspection shaft of the roofbolt of road and various pipelines, room etc., the graceful landscape in city.Aerial pipeline enters ground together, reduces aerial The contradiction of line and greening.

Domestic pipe gallery construction is started late.It is generally only empty in the underground of palace before reform and opening-up Between or large size industrial enterprise in be set as needed some pipeline corridors, or be only the simple comprehensive cable placed based on light current Duct.Domestic first municipal administration synthesis pipe gallery appears in 1994, according to the planning requirement of high-level development & construction Pudong New District, After by early period, necessary technical data collects subject study related to progress, in Shanghai Pudong New Area, Zhang Yanglu has built up the country First biggish pipe gallery of scale.The pipe gallery overall length about 11km, is embedded under the pavement of both sides of the road.It is comprehensive Piping lane body is reinforced concrete structure, and cross section is rectangle, by fuel chamber's (being individually for a Room, interior laying gas pipeline) and synthesis Room (interior to lay all kinds of communications, electric power and upper hose) two parts composition.According to the needs of pipe gallery operational management, Zhang Yanglu is comprehensive The affiliated facility system of conjunction piping lane includes that fire-fighting, ventilation and drainage, powered lighting, monitoring management and the information in pipe gallery are received Collect processing system etc..

In recent years, in all parts of the country that the construction criteria of civilian infrastructure is constantly promoted, it is numerous and confused to explore through construction synthesis Piping lane is in the hope of reaching the intensive use and sustainable development of the town road underground space.BeiJing ZhongGuanCun, Guangzhou College City, on The large- and-medium size cities such as extra large Anting New Town, Jinan, Ningbo, Shenzhen, Kunming, Nanning, Harbin, Hefei, Jiamusi have all been built up Or it is prepared for construction pipe gallery.Wherein, Guangzhou College City and Shanghai Anting New Town have used for reference Pudong's Zhang Yanglu pipe gallery Construction experiences and lesson, and on the basis of the states such as absorption Japan more mature design standard, overall length 17 km and 6 is built up respectively The more storehouses more on a large scale km or single storehouse pipe gallery system, and started step by step input use.

The General Office of the State Council announced on August 10th, 2015 about the instruction for promoting the construction of Urban Underground pipe gallery (Office of the State Council sends out (2015) No. 61).Target is to build up the underground pipe gallery that a batch has international most advanced level to the year two thousand twenty And put into effect, " road zipper " problem for excavating ground repeatedly is obviously improved, and pipeline safety level and ability of preventing and fighting natural adversities are bright Aobvious to be promoted, successive elimination arterial street cobweb formula overhead line, urban ground landscape is clearly better.

Currently, pipe gallery to build expense still high, the especially entirety of multilayer assembly concrete pipe gallery Space layout is more difficult to accomplish that rationally both assurance function, guaranteed stress again, in addition also takes into account the production of component, transports and apply Work, connect at the scene it is very difficult, and dry type connection each story shear problem than more serious, it is more difficult to solve.

Utility model content

In order to solve above-mentioned technical problem, the utility model provides a kind of double-deck assembly concrete pipe gallery Middle wall construction plate can mainly for developing a kind of easy for construction, low cost, wall construction plate in full-featured pipe gallery It effectively solves pipe gallery and builds the problems such as at high cost, the unreasonable and production and transport of layout is not convenient.

The technical solution adopted in the utility model is as follows:

The double-deck assembly concrete pipe gallery, pipe gallery concrete shell plate are divided into pipe gallery concrete shell plate A plate and pipe gallery concrete shell plate b plate, the circumferential top and bottom in a cross section are two pieces of pipe gallery concrete-shells Body plate a plate is two blocks of pipe gallery concrete shell plate b plates above；In the longitudinal direction of pipeline, pipe gallery concrete shell plate b Plate be staggered with following pipe gallery concrete shell plate a plate one third plate it is wide；Every piece of pipe gallery concrete shell There is plate a plate the equally distributed middle layer of root to connect the top that two-way protruding bar stretches out vertical plate section and double plates connect short plate, And be inserted into the metal connection box of pipe gallery concrete shell plate b plate above, metal connection box is the gold of one side opening Belong to box, split shed side is horizontally directed to inside piping lane, and opens up connecting vertically for circumferential connection in the corresponding position of vertical plate section Installing port is connect, the vertical connection installing port of circumferential direction connection stretches out always the surface of pipe gallery concrete shell plate b plate, using spiral shell Mother's connection；Wherein root middle layer connects two-way protruding bar and is inserted into one block of pipe gallery concrete shell plate b plate, and another root middle layer connects Two-way protruding bar is connect to be inserted into another block of pipe gallery concrete shell plate b plate；

Pipe gallery concrete shell plate a plate and pipe gallery concrete shell plate b plate are symmetrical above and below on the whole, comprehensive Piping lane concrete shell plate a plate connects short plate with double plates of pipe gallery concrete shell plate b plate and is mutually close to, in piping lane Outside alignment connects short plate than pipe gallery concrete shell plate b in double plates of internal pipe gallery concrete shell plate a plate Double plates of plate connect the short protruding 150 ~ 300mm of plate；Double plates of pipe gallery concrete shell plate a plate connect on short plate The shearing slot of shear connector and double plates of pipe gallery concrete shell plate b the plate same location that connect short plate mutually agree with；

Two blocks of pipe gallery concrete shell plate a plates are symmetrically and longitudinal direction is aligned one by one, and respective double plate connections are short Riser is mutually drawn close, and two respective level board sections are horizontal, is connected in double plates of wherein one block of pipe gallery concrete shell plate a plate It connects in the horizontal connection installing port of the circumferential connection of short riser and bolt is inserted by circumferential connecting screw hole, and pass through another piece of synthesis The circumferential connecting screw hole of piping lane concrete shell plate a plate enters in horizontal connection installing port, and is connected using nut；Wherein one Double plates of block pipe gallery concrete shell plate a plate connect the shear connector and another block of pipe gallery concrete shell plate of short riser The shearing slot that double plates of a plate connect short riser agrees with；

The top connection splay end of wall construction plate in pipe gallery concrete is connected into flush end with top and is inserted into two pieces of integrated pipes Concrete shell plate riser connection in corridor, which is partly risen as high as the banks, connects the groove that half skewed slot is collectively formed with riser, and pipe gallery concrete-shell Body plate connects the middle layer that half skewed slot vertically extends in riser and connects wall construction in two-way protruding bar insertion pipe gallery concrete The vertical connecting screw hole in end at the top of plate simultaneously stretches out top connection ladder mouth, is connected using nut；

The upper overhanging step of assembly concrete media layer damage plate is placed on following pipe gallery concrete shell plate a plate Double plates connect on short plate；Step is taken under assembly concrete media layer damage plate and upper overhanging step is comprehensive with lower part respectively Close the outer end that piping lane concrete shell plate a plate connects short plate with double plates of the pipe gallery concrete shell plate b plate on top Agree with；

Lower layer in assembly concrete media layer damage plate lower part connects in installing port, wears bolt by lower connecting screw hole, Bolt is penetrated into the installing port of intermediate plate upper layer by the intermediate ladder connecting screw hole of pipe gallery concrete shell plate a plate, is adopted It is connected with nut；It is connected in installing port on the upper layer on assembly concrete media layer damage plate top, spiral shell is worn by upper connecting screw hole Bolt, bolt, which penetrates into intermediate plate upper layer by the intermediate ladder connecting screw hole of the pipe gallery concrete shell plate b plate on top, pacifies It fills in mouth, is connected using nut.

The upper overhanging step difference of the assembly concrete media layer damage plate of wall construction plate two sides in concrete pipe gallery It rides on the middle layer connection shearing ladder mouth of wall construction plate in concrete pipe gallery；Under assembly concrete media layer damage plate Take in step, the end of upper overhanging step connect shear plate and middle layer with the middle layer of wall construction plate in concrete pipe gallery respectively Connection ladder mouth mutually agrees with；

Lower layer in assembly concrete media layer damage plate lower part connects in installing port, wears bolt by lower connecting screw hole, Bolt is penetrated into the downstairs installing port of middle layer by the middle layer downstairs screw hole of wall construction plate in concrete pipe gallery, is used Nut connection；

It is connected in installing port on the upper layer on the top of assembly concrete media layer damage plate, spiral shell is worn by upper connecting screw hole Bolt, ladder screw hole penetrates on middle layer in ladder installing port on the middle layer that bolt passes through wall construction plate in concrete pipe gallery, It is connected using nut.

Further, the pipe gallery concrete shell plate is by level board section, vertical plate section, connection segmental arc, vertical Arc hook segment, arc of horizon hook segment, double plates connect short riser, double plates connect short plate, riser connection is partly risen as high as the banks, riser connection half is oblique Slot, riser connection reinforcement rib, plate connect cantilever plate, plate connects overhanging diagonal rib, receive the half storey fourth of the twelve Earthly Branches, the overhanging half storey of internal layer in outer layer Tenon, waterproof enhancing ladder, receive in internal layer the half storey fourth of the twelve Earthly Branches, the overhanging half storey tenon of outer layer, shear connector, shearing slot, intermediate plate upper layer installing port, Intermediate ladder connecting screw hole, circumferential connecting screw hole, middle layer connects two-way protruding bar, middle layer connects unidirectional protruding bar, circumferential direction The horizontal connection installing port of connection, the vertical connection installing port of circumferential connection and metal connection box composition,

Level board section is level board, and vertical plate section is vertical plate, is the connection of arc between level board section and vertical plate section Segmental arc；

Connect short riser in double plates that the plate end of level board section is one section shorter, level board section connected with pair plates short riser it Between be arc vertical arc hook segment；Connect short plate in double plates that the plate end of vertical plate section is one section shorter, vertical plate section and pair Plate connects the arc of horizon hook segment between short plate for arc；

Double plates connect short plate top be it is ladder-like, the connection of the horizontal riser of lower position is partly risen as high as the banks and the water with high position Flat riser connection reinforcement rib connects the connection of half skewed slot by inclined-plane riser, and three's horizontal width is equal；

Double plates connect short plate horizontal end be it is ladder-like, the upper half be vertical end face plate connect cantilever plate, under Half part is that the plate inwardly taken in connects overhanging diagonal rib；

Along level board section, vertical plate section, connection segmental arc, vertical arc hook segment, arc of horizon hook segment by entire plate label three Circumferential connecting screw hole is respectively set in three uniform aliquots that double plates connect on short plate in uniform aliquot, circumferential Shearing slot is respectively provided at left and right sides of connecting screw hole；Shearing slot and circumferential connecting screw hole are uniformly distributed, and equal at three respectively The same position of even aliquot；

Intermediate plate upper layer is opened up in centre respectively in the bottom that plate connects three uniform aliquots of overhanging diagonal rib Installing port, intermediate plate upper layer installing port are rectangular channel, more than the height middle line of upward fluting to plate connection cantilever plate 30 ~ 60mm, setting level leads to the intermediate ladder connection spiral shell of the plate connection horizontal port of cantilever plate in the installing port of intermediate plate upper layer Hole, intermediate ladder connecting screw hole are horizontal and are located at the intermediate altitude that plate connects cantilever plate；In each intermediate plate upper layer installing port Double plates of two sides connect shear connector be respectively set at the top of short plate, intermediate plate upper layer installing port, intermediate ladder connecting screw hole Respectively in the same position of three uniform aliquots；

Enhance ladder in the half position setting waterproof of the both ends plate thickness of the plate of level board section, vertical plate section, connection segmental arc, The half storey fourth of the twelve Earthly Branches, the overhanging half storey tenon of internal layer are wherein received in side setting outer layer, receive the half storey fourth of the twelve Earthly Branches, outer layer in corresponding other side setting internal layer Overhanging half storey tenon, outer layer interior receive receive the half storey fourth of the twelve Earthly Branches, the overhanging half storey tenon phase contract of outer layer in the half storey fourth of the twelve Earthly Branches, the overhanging half storey tenon of internal layer and internal layer It closes；

Start a horizontal connection installing port for circumferential connection in the inside that double plates connect short riser；

Pipe gallery concrete shell plate is divided into pipe gallery concrete shell plate a plate and pipe gallery concrete shell plate B plate；

Pipe gallery concrete shell plate a plate: middle layer is set at the center of the third scoreboard of pipe gallery concrete shell plate Two-way protruding bar is connected, middle layer connects two-way protruding bar and passes vertically through the short plate of double plates connections upwards in vertical plate section, and 200 ~ 500mm is vertically extended upwards；Middle layer connects two-way protruding bar and curves through connection segmental arc downwards in vertical plate section simultaneously Level connects short riser bending in double plates and stretching riser connects half skewed slot straight up by level board section, and vertical upwards Stretch out 200 ~ 500mm；

Pipe gallery concrete shell plate b plate: symmetrical above and below with pipe gallery concrete shell plate a plate；In pipe gallery The center setting middle layer of the third scoreboard of concrete shell plate connects unidirectional protruding bar, and middle layer connects unidirectional protruding bar vertical The bottom of plate section is connect with metal connection box, and metal connection box is the can of one side opening, and split shed side is horizontally directed to Inside piping lane, and the vertical connection installing port of circumferential connection is opened up in the corresponding position of vertical plate section, circumferential direction connection connects vertically Connect the surface that installing port stretches out always pipe gallery concrete shell plate b plate；It passes vertically through double plates and connects short plate, and erect upwards It is straight to stretch out 200 ~ 500mm；The middle layer unidirectional protruding bar of connection curves through connection segmental arc downwards in vertical plate section and level is logical Level board section is crossed, connect short riser bending in double plates and stretches out riser half skewed slot of connection straight up, and vertically extends 200 upwards ~500mm。

Further, in the pipe gallery concrete wall construction plate include lower layer's straight panel, upper layer straight panel, lower connecting pin, Sheared under middle layer cantilever plate, connect on middle layer partly stretch plate, upper linker, lower part connection flush end, lower part connection splay end, lower part connect Connect ribs, lower part connection ladder mouth, middle layer reinforce connection diagonal rib, middle layer connection shear plate, middle layer connection shearing ladder mouth, in Layer connection ladder mouth, middle layer connection reinforcement diagonal rib, top connection ladder mouth, top connection reinforcement rib, top connect splay end, top Connect flush end, ladder installing port on middle layer, middle layer downstairs installing port, ladder screw hole, middle layer downstairs screw hole, end on middle layer Vertical connecting screw hole composition；Wall construction plate generally Rectangular Concrete plate in the double-deck assembly concrete pipe gallery；

Wall construction plate upper, middle and lower have multiple ladders for connection that integral slab is divided into two in pipe gallery concrete A plate: lower layer's straight panel, upper layer straight panel；

Wall construction board bottom portion is the lower connecting pin for horizontally and vertically connecting in pipe gallery concrete, and pipe gallery is mixed Wall construction board bottom face is that horizontal lower part connects flush end in solidifying soil, and lower part connection flush end two sides are respectively stretched out up and out Lower part connects splay end, and two sides are respectively lower part connection reinforcement rib straight up later, finally the lower part to take in horizontal direction Connect ladder mouth；

It shears to connect on cantilever plate and middle layer in the case where the junction of lower layer's straight panel and upper layer straight panel is middle layer and partly stretches plate；

It is that connection diagonal rib is reinforced in the middle layer that bottom is stretched out outward, upwards from lower layer's straight panel that cantilever plate is sheared under middle layer, later Shear plate is connected for middle layer straight up, finally the middle layer connection shearing ladder mouth to take in horizontal direction；

Connect that partly to stretch plate be that middle layer straight up connects ladder mouth on middle layer, later obliquely, inwardly to take in Layer connection reinforcement diagonal rib, last middle layer connection reinforcement diagonal rib are taken in upper layer straight panel；

Upper linker is the top connection ladder mouth stretched out horizontally outward from the top two sides of upper layer straight panel, is later perpendicular Straight upward top connection reinforcement rib, followed by the top connection splay end obliquely, inwardly taken in, finally connect for horizontal top Connect flush end；

For longitudinal fissure of displacement plate face is divided into three equal plate faces of width vertically: reinforcing connection diagonal rib in middle level respectively Intermediate position opens up middle layer downstairs installing port upwards respectively, is opened up upwards to middle layer and connects the above 50- of shear plate height middle line 100mm, and open up middle layer downstairs screw hole horizontally outward in height middle line, during downstairs screw hole connection stretching always in middle layer is exposed at The side of layer connection shear plate；The intermediate position of connection reinforcement diagonal rib is downward respectively close to the position of upper layer straight panel in middle level respectively Open up ladder installing port on middle layer；It opens up always to middle layer downwards and connects ladder open height middle line or less 50-100mm, and in height Degree middle line opens up ladder screw hole on middle layer horizontally outward, and the connection stretching always of ladder screw hole is exposed at middle layer connection ladder mouth on middle layer Side；

The shape of lower connecting pin and upper linker is symmetrical above and below, divides among the lower part of the scoreboards such as three pieces connection ladder mouth The vertical connecting screw hole in end, aperture always to bottom are not opened up straight down；In the top connection reinforcement rib of the scoreboards such as three pieces Between open up the vertical connecting screw hole in end, aperture always to top straight up respectively.

Further, the assembly concrete media layer damage plate includes plate body, lower layer's connection installing port, upper layer connection peace Dress mouth, under take in step, upper overhanging step, lower connecting screw hole, upper connecting screw hole；

Ladder is respectively set at the both ends of plate body in plate body generally rectangle, and here is inwardly to take in down to take in step, It is above outwardly directed overhanging step；

Lower layer's connection installing port is opened up in the plate body lower surface for takeing in step under；Lower layer's connection installing port opens up upwards 30 ~ 60mm of step height middle line or more is taken under, and is taken in stepped ends level downwards and opened up lower connecting screw hole；

Upper layer connection installing port is opened up in the plate body upper surface close to upper overhanging step；Upper layer connection installing port opens up downwards 30 ~ 60mm below to upper overhanging step height middle line, and overhanging step end horizontal opens up connecting screw hole upwards.

The utility model has the beneficial effects that

It is rationally distributed the utility model has the beneficial effects that pipe gallery, which is greatly reduced, builds cost, not only assurance function, but also Guarantee stress, in addition also takes into account the production, transport and construction of component.Make the simpler connection of each component, safety, efficiency, It is durable, and good water-proof effect, applied widely, easy for construction, speed of application are fast, good economical benefit, avoid in work progress Complex operations, cost can be greatly reduced.

Detailed description of the invention

Fig. 1 is the double-deck assembly concrete pipe gallery.

Fig. 2 is longitudinal fissure of displacement schematic diagram of pipe gallery concrete shell plate.

Fig. 3 is pipe gallery concrete shell plate a plate schematic elevation view.

Fig. 4 is pipe gallery concrete shell plate a plate schematic top plan view.

Fig. 5 is pipe gallery concrete shell plate a plate schematic side view.

Fig. 6 is that pipe gallery concrete shell plate a plate connects reinforcing bar configuration schematic diagram.

Fig. 7 is that pipe gallery concrete shell plate b plate connects reinforcing bar configuration schematic diagram.

Fig. 8 is wall construction plate end face schematic diagram in the double-deck assembly concrete pipe gallery.

Fig. 9 is wall construction plate schematic elevation view in the double-deck assembly concrete pipe gallery.

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 assembly concrete media layer damage plate schematic elevation view.

Figure 13 is assembly concrete media layer damage plate schematic top plan view.

Figure 14 is assembly concrete media layer damage plate schematic side view.

In figure, 1 is pipe gallery concrete shell plate；2 be wall construction plate in pipe gallery concrete；3 is mixed for assembled Solidifying soil media layer damage plate；4 be bolt；5 be nut；

1a is pipe gallery concrete shell plate a plate；1b is pipe gallery concrete shell plate b plate；

1-1 is level board section；1-2 is vertical plate section；1-3 connection segmental arc；1-4 is vertical arc hook segment；1-5 is arc of horizon hook Section；1-6 is that double plates connect short riser；1-7 is that double plates connect short plate；1-8 is that riser connection is partly risen as high as the banks；1-9 is riser connection Half skewed slot；1-10 is riser connection reinforcement rib；1-11 is that plate connects cantilever plate；1-12 is that plate connects overhanging diagonal rib；1-13 To receive the half storey fourth of the twelve Earthly Branches in outer layer；1-14 is the overhanging half storey tenon of internal layer；1-15 is that waterproof enhances ladder；1-16 is that half storey is received in internal layer The fourth of the twelve Earthly Branches；1-17 is the overhanging half storey tenon of outer layer；1-18 is shear connector；1-19 is shearing slot；1-20 is intermediate plate upper layer installing port；1-21 For intermediate ladder connecting screw hole；1-22 is circumferential connecting screw hole；1-23 is that middle layer connects two-way protruding bar；1-24 is middle layer company Order is to protruding bar；1-25 is the horizontal connection installing port of circumferential connection；1-26 is the vertical connection installing port of circumferential connection； 1-27 is metal connection box；

2-1 is lower layer's straight panel；2-2 is upper layer straight panel；2-3 is lower connecting pin；2-4 is to shear cantilever plate under middle layer；2-5 is It is connected on middle layer and partly stretches plate；2-6 is upper linker；2-7 is that lower part connects flush end；2-8 is that lower part connects splay end；Under 2-9 is Portion's connection reinforcement rib；2-10 is that lower part connects ladder mouth；2-11 is that connection diagonal rib is reinforced in middle layer；2-12 is middle layer connection shearing Plate；2-13 is middle layer connection shearing ladder mouth；2-14 is that middle layer connects ladder mouth；2-15 is middle layer connection reinforcement diagonal rib；2-16 Ladder mouth is connected for top；2-17 is top connection reinforcement rib；2-18 is that top connects splay end；2-19 is that top connects flush end； 2-20 is ladder installing port on middle layer；2-21 is middle layer downstairs installing port；2-22 is ladder screw hole on middle layer；2-23 is middle layer Downstairs screw hole；2-24 is the vertical connecting screw hole in end；

3-1 is plate body；3-2 is that lower layer connects installing port；3-3 is that upper layer connects installing port；3-4 takes in step under being；3-5 For upper overhanging step；3-6 is lower connecting screw hole；3-7 is lower connecting screw hole.

Specific embodiment

In order to further illustrate the utility model, the utility model is retouched in detail with reference to the accompanying drawings and embodiments It states, but they cannot be interpreted as to the restriction to scope of protection of the utility model.

Embodiment 1

As shown in Fig. 1 ~ Figure 14, the double-deck assembly concrete pipe gallery, pipe gallery concrete shell plate 1 divides for synthesis Piping lane concrete shell plate a plate 1a and pipe gallery concrete shell plate b plate 1b, the circumferential top and bottom in a cross section are Two pieces of pipe gallery concrete shell plate a plate 1a are two pieces of pipe gallery concrete shell plate b plate 1b above；In the vertical of pipeline It is staggered to, pipe gallery concrete shell plate b plate 1b with following pipe gallery concrete shell plate a plate 1a one third Plate is wide；There are every piece of pipe gallery concrete shell plate a plate 1a 3 two-way protruding bar 1-23 of equally distributed middle layers connection to stretch Vertical plate section 1-2 and double plates connect the top of short plate 1-7 out, and are inserted into pipe gallery concrete shell plate b plate above In the metal connection box 1-27 of 1b, metal connection box 1-27 is the can of one side opening, and split shed side is horizontally directed to pipe Inside corridor, and the vertical connection installing port 1-26 of circumferential connection is opened up in the corresponding position of vertical plate section 1-2, circumferential direction connection is erected The direct-connected surface for meeting installing port 1-26 and stretching out pipe gallery concrete shell plate b plate 1b always is connected using nut 5；Wherein 2 Middle layer connects two-way protruding bar 1-23 and is inserted into one piece of pipe gallery concrete shell plate b plate 1b, and another 1 middle layer connection is two-way Protruding bar 1-23 is inserted into another piece of pipe gallery concrete shell plate b plate 1b；

Pipe gallery concrete shell plate a plate 1a and pipe gallery concrete shell plate b plate 1b are symmetrical above and below on the whole, Pipe gallery concrete shell plate a plate 1a connects short plate 1-7 with double plates of pipe gallery concrete shell plate b plate 1b and mutually leans on Tightly, in the external alignment of piping lane, short plate 1-7 ratio synthesis is connected in double plates of internal pipe gallery concrete shell plate a plate 1a Double plates of piping lane concrete shell plate b plate 1b connect the short protruding 150mm of plate 1-7；Pipe gallery concrete shell plate a plate Double plates of 1a connect the shear connector 1-18 on short plate 1-7 and connect short put down with double plates of pipe gallery concrete shell plate b plate 1b The shearing slot 1-19 phase of the same location of plate 1-7 is agreed with；

Two pieces of pipe gallery concrete shell plate a plate 1a are symmetrically and longitudinal direction is aligned one by one, and respective double plate connections Short riser 1-6 is mutually drawn close, and two respective level board section 1-1 are horizontal, wherein one block of pipe gallery concrete shell plate a plate Double plates of 1a connect in the horizontal connection installing port 1-25 of the circumferential connection of short riser 1-6 through circumferential direction connecting screw hole 1-22 insertion Bolt 4, and horizontal connection peace is entered across the circumferential connecting screw hole 1-22 of another piece of pipe gallery concrete shell plate a plate 1a It fills in mouth 1-25, and is connected using nut 5；Double plates of one of pipe gallery concrete shell plate a plate 1a connect short riser The shear connector 1-18 of 1-6 connect the shearing slot 1- of short riser 1-6 with double plates of another piece of pipe gallery concrete shell plate a plate 1a 19 agree with；

The top connection splay end 2-18 of wall construction plate 2 in pipe gallery concrete is connected into flush end 2-19 insertion two with top 1 riser of block pipe gallery concrete shell plate connects the 1-8 that partly rises as high as the banks and connects the groove that half skewed slot 1-9 is collectively formed with riser, and Pipe gallery concrete shell plate 1 connects the middle layer two-way protruding bar 1-23 of connection that half skewed slot 1-9 is vertically extended in riser and inserts Enter the vertical connecting screw hole 2-24 in end at 2 top of wall construction plate in pipe gallery concrete and stretches out top connection ladder mouth 2- 16, it is connected using nut 5；

The upper overhanging step 3-5 of assembly concrete media layer damage plate 3 is placed on following pipe gallery concrete shell plate a Double plates of plate 1a connect on short plate 1-7；Step 3-4 and upper overhanging step are taken under assembly concrete media layer damage plate 3 3-5 is double with the pipe gallery concrete shell plate a plate 1a of the lower part and pipe gallery concrete shell plate b plate 1b on top respectively Agree with the outer end that plate connects short plate 1-7；

Lower layer in 3 lower part of assembly concrete media layer damage plate connects in installing port 3-2, passes through lower connecting screw hole 3-6 Bolt 4 is worn, bolt 4 penetrates into intermediate plate by the intermediate ladder connecting screw hole 1-21 of pipe gallery concrete shell plate a plate 1a In the installing port 1-20 of upper layer, connected using nut 5；Installing port is connected on the upper layer on 3 top of assembly concrete media layer damage plate In 3-3, bolt 4, the centre that bolt 4 passes through the pipe gallery concrete shell plate b plate 1b on top are worn by upper connecting screw hole 3-7 Ladder connecting screw hole 1-21 is penetrated into the installing port 1-20 of intermediate plate upper layer, is connected using nut 5.

The upper overhanging step 3-5 of the assembly concrete media layer damage plate 3 of 2 two sides of wall construction plate in concrete pipe gallery It is ridden on the middle layer connection shearing ladder mouth 2-13 of wall construction plate 2 in concrete pipe gallery respectively；Assembly concrete middle layer The end of step 3-4, upper overhanging step 3-5 are taken under structural slab 3 respectively and in wall construction plate 2 in concrete pipe gallery Layer connection shear plate 2-12, which connects ladder mouth 2-14 phase with middle layer, to be agreed with；

Lower layer in 3 lower part of assembly concrete media layer damage plate connects in installing port 3-2, passes through lower connecting screw hole 3-6 Bolt 4 is worn, bolt 4 penetrates into rank under middle layer by the middle layer downstairs screw hole 2-23 of wall construction plate 2 in concrete pipe gallery In terraced installing port 2-21, connected using nut 5；

It is connected in installing port 3-3 on the upper layer on the top of assembly concrete media layer damage plate 3, passes through upper connecting screw hole 3- 7 wear bolt 4, and ladder screw hole 2-22 penetrates into rank on middle layer on the middle layer that bolt 4 passes through wall construction plate 2 in concrete pipe gallery In terraced installing port 2-20, connected using nut 5.

As shown in Fig. 3 ~ 7, the pipe gallery concrete shell plate 1 is by level board section 1-1, vertical plate section 1-2, connection Segmental arc 1-3, vertical arc hook segment 1-4, arc of horizon hook segment 1-5, double plates connect short riser 1-6, double plates connect short plate 1-7, riser Connect the 1-8 that partly rises as high as the banks, riser connects half skewed slot 1-9, riser connection reinforcement rib 1-10, plate connection cantilever plate 1-11, plate connect Connect overhanging diagonal rib 1-12, receive in outer layer half storey fourth of the twelve Earthly Branches 1-13, the overhanging half storey tenon 1-14 of internal layer, waterproof enhancing ladder 1-15, in internal layer Receive half storey fourth of the twelve Earthly Branches 1-16, the overhanging half storey tenon 1-17 of outer layer, shear connector 1-18, shearing slot 1-19, intermediate plate upper layer installing port 1-20, in Between to connect two-way protruding bar 1-23, middle layer connection unidirectional overhanging ladder connecting screw hole 1-21, circumferential connecting screw hole 1-22, middle layer Reinforcing bar 1-24, the horizontal connection installing port 1-25 of circumferential connection, the circumferential vertical connection installing port 1-26 connected are connected with metal Box 1-27 composition,

Level board section 1-1 is level board, and vertical plate section 1-2 is vertical plate, between level board section 1-1 and vertical plate section 1-2 For the connection segmental arc 1-3 of arc；

Short riser 1-6 is connected in double plates that the plate end of level board section 1-1 is one section shorter, level board section 1-1 and double plates connect Meet the vertical arc hook segment 1-4 between short riser 1-6 for arc；It is connected in double plates that the plate end of vertical plate section 1-2 is one section shorter Short plate 1-7, vertical plate section 1-2 and double plates connect the arc of horizon hook segment 1-5 between short plate 1-7 for arc；

Double plates connect short plate 1-7 top be it is ladder-like, the connection of the horizontal riser of lower position partly rise as high as the banks 1-8 and with a high position The horizontal riser connection reinforcement rib 1-10 set connects half skewed slot 1-9 connection by inclined-plane riser, and three's horizontal width is equal；

Double plates connect short plate 1-7 horizontal end be it is ladder-like, the upper half be vertical end face plate connect cantilever plate 1-11, lower half portion are that the plate inwardly taken in connects overhanging diagonal rib 1-12；

It is incited somebody to action along level board section 1-1, vertical plate section 1-2, connection segmental arc 1-3, vertical arc hook segment 1-4, arc of horizon hook segment 1-5 Entire plate three uniform aliquots of label, are respectively set in three uniform aliquots that double plates connect on short plate 1-7 Shearing slot 1-19 is respectively provided at left and right sides of circumferential connecting screw hole 1-22, circumferential connecting screw hole 1-22；Shear slot 1-19 and circumferential direction Connecting screw hole 1-22 is uniformly distributed, and respectively in the same position of three uniform aliquots；

Intermediate plate is opened up in centre respectively in the bottom that plate connects three uniform aliquots of overhanging diagonal rib 1-12 Upper layer installing port 1-20, intermediate plate upper layer installing port 1-20 are rectangular channel, upwards the height of fluting to plate connection cantilever plate 1-11 The above 30mm of middle line is spent, setting level leads to the plate connection horizontal port cantilever plate 1-11 in the installing port 1-20 of intermediate plate upper layer Intermediate ladder connecting screw hole 1-21, intermediate ladder connecting screw hole 1-21 is horizontal and is located at plate and connects in cantilever plate 1-11 Between height；Double plates in the two sides of each intermediate plate upper layer installing port 1-20 connect and shear connector are respectively set at the top of short plate 1-7 1-18, intermediate plate upper layer installing port 1-20, intermediate ladder connecting screw hole 1-21 are respectively in the identical of three uniform aliquots Position；

In the half position of the both ends plate thickness of the plate of level board section 1-1, vertical plate section 1-2, connection segmental arc 1-3, waterproof is set Enhance ladder 1-15, wherein receives half storey fourth of the twelve Earthly Branches 1-13, the overhanging half storey tenon 1-14 of internal layer in side setting outer layer, the corresponding other side is set It sets and receives half storey fourth of the twelve Earthly Branches 1-16, the overhanging half storey tenon 1-17 of outer layer in internal layer, receive half storey fourth of the twelve Earthly Branches 1-13, the overhanging half storey tenon 1-14 of internal layer in outer layer Agree with receipts half storey fourth of the twelve Earthly Branches 1-16, the overhanging half storey tenon 1-17 phase of outer layer in internal layer；

Start the horizontal connection installing port 1-25 of 3 circumferential connections in the inside that double plates connect short riser 1-6；

Pipe gallery concrete shell plate 1 divides for pipe gallery concrete shell plate a plate 1a and pipe gallery concrete-shell Body plate b plate 1b；

Pipe gallery concrete shell plate a plate 1a: in the setting of the center of the third scoreboard of pipe gallery concrete shell plate Layer connects two-way protruding bar 1-23, and middle layer connects two-way protruding bar 1-23 and passes vertically through double plates upwards in vertical plate section 1-2 Short plate 1-7 is connected, and vertically extends 200mm upwards；Middle layer connect two-way protruding bar 1-23 in vertical plate section 1-2 to Under curve through connection segmental arc 1-3 and horizontal by level board section 1-1, connect short riser 1-6 bending and straight up in double plates It stretches out riser and connects half skewed slot 1-9, and vertically extend 200mm upwards；

Pipe gallery concrete shell plate b plate 1b: symmetrical above and below with pipe gallery concrete shell plate a plate 1a；In synthesis The center setting middle layer of the third scoreboard of piping lane concrete shell plate connects unidirectional protruding bar 1-24, and middle layer connects unidirectional overhanging steel Muscle 1-24 is connect in the bottom of vertical plate section 1-2 with metal connection box 1-27, and metal connection box 1-27 is the metal of one side opening Box, split shed side are horizontally directed to inside piping lane, and open up connecting vertically for circumferential connection in the corresponding position of vertical plate section 1-2 Installing port 1-26 is met, the vertical connection installing port 1-26 of circumferential direction connection stretches out always pipe gallery concrete shell plate b plate 1b's Surface；It passes vertically through double plates and connects short plate 1-7, and vertically extend 200mm upwards；Middle layer connects unidirectional protruding bar 1-24 and exists Connection segmental arc 1-3 is curved through in vertical plate section 1-2 downwards and horizontal by level board section 1-1, connects short riser 1-6 in double plates It is bent and stretches out riser straight up and connect half skewed slot 1-9, and vertically extend 200mm upwards.

As shown in Fig. 8 ~ 11, in pipe gallery concrete wall construction plate 2 include lower layer's straight panel 2-1, upper layer straight panel 2-2, under Cantilever plate 2-4 is sheared under connecting pin 2-3, middle layer, is connected on middle layer and is partly stretched plate 2-5, upper linker 2-6, lower part connection flush end Connection diagonal rib 2- is reinforced in 2-7, lower part connection splay end 2-8, lower part connection reinforcement rib 2-9, lower part connection ladder mouth 2-10, middle layer 11, middle layer connection shear plate 2-12, middle layer connection shearing ladder mouth 2-13, middle layer connect ladder mouth 2-14, middle layer connection reinforcement Diagonal rib 2-15, top connection ladder mouth 2-16, top connection reinforcement rib 2-17, top connection splay end 2-18, top connect flush end Ladder installing port 2-20 on 2-19, middle layer, middle layer downstairs installing port 2-21, ladder screw hole 2-22, middle layer downstairs on middle layer Screw hole 2-23, the vertical connecting screw hole 2-24 composition in end；Wall construction plate generally square in the double-deck assembly concrete pipe gallery Shape concrete slab；

2 upper, middle and lower of wall construction plate have multiple ladders for connection that integral slab is divided into two in pipe gallery concrete A plate: lower layer straight panel 2-1, upper layer straight panel 2-2；

2 bottom of wall construction plate is the lower connecting pin 2-3 for horizontally and vertically connecting, integrated pipe in pipe gallery concrete 2 bottom surface of wall construction plate is that horizontal lower part connects flush end 2-7 in corridor concrete, lower part connect the two sides flush end 2-7 be respectively upwards, Outwardly directed lower part connects splay end 2-8, and it is finally water that two sides, which are respectively lower part connection reinforcement rib 2-9 straight up, later The flat lower part connection ladder mouth 2-10 inwardly taken in；

Connection half on cantilever plate 2-4 and middle layer is sheared in the case where the junction of lower layer straight panel 2-1 and upper layer straight panel 2-2 is middle layer Stretch plate 2-5；

It is that connection diagonal rib is reinforced in the middle layer that bottom is stretched out outward, upwards from lower layer straight panel 2-1 that cantilever plate 2-4 is sheared under middle layer 2-11 connects shear plate 2-12 later for middle layer straight up, finally the middle layer connection shearing ladder to take in horizontal direction Mouth 2-13；

Connect that partly to stretch plate 2-5 be that middle layer straight up connects ladder mouth 2-14 on middle layer, later obliquely, inwardly to receive Into middle layer connection reinforcement diagonal rib 2-15, last middle layer connection reinforcement diagonal rib 2-15 takes in upper layer straight panel 2-2；

Upper linker 2-6 is the top connection ladder mouth 2- stretched out horizontally outward from the top two sides of upper layer straight panel 2-2 16, it is later top connection reinforcement rib 2-17 straight up, followed by the top connection splay end 2- obliquely, inwardly taken in 18, finally flush end 2-19 is connected for horizontal top；

For longitudinal fissure of displacement plate face is divided into three equal plate faces of width vertically: reinforcing connection diagonal rib 2- in middle level respectively 11 intermediate position opens up middle layer downstairs installing port 2-21 upwards respectively, is opened up upwards to middle layer and connects shear plate 2-12 height The above 50mm of middle line, and middle layer downstairs screw hole 2-23, middle layer downstairs screw hole 2-23 mono- are opened up horizontally outward in height middle line Direct connection stretching exposure connects the side of shear plate 2-12 in middle level；The intermediate position of connection reinforcement diagonal rib 2-15 is divided in middle level respectively Ladder installing port 2-20 on middle layer is not opened up downwards close to the position of upper layer straight panel 2-2；It opens up to middle layer always downwards and connects rank 50mm below ladder way 2-14 height middle line, and ladder screw hole 2-22 on middle layer, rank on middle layer are opened up horizontally outward in height middle line Connection stretches out the side for being exposed at middle layer connection ladder mouth 2-14 to ladder shell hole 2-22 always；

The shape of lower connecting pin 2-3 and upper linker 2-6 is symmetrical above and below, connects ladder mouth in the lower part of the scoreboards such as three pieces Open up the vertical connecting screw hole 2-24 in end, aperture always to bottom among 2-10 straight down respectively；In the upper of the scoreboards such as three pieces Open up the vertical connecting screw hole 2-24 in end, aperture always to top among portion connection reinforcement rib 2-17 straight up respectively.

As shown in Figure 12 ~ 14, assembly concrete media layer damage plate 3 include plate body 3-1, lower layer connection installing port 3-2, on Layer connection installing port 3-3, under take in step 3-4, upper overhanging step 3-5, lower connecting screw hole 3-6, upper connecting screw hole 3-7；

Ladder is respectively set at the both ends of plate body 3-1 in plate body 3-1 generally rectangle, and here is the lower receipts inwardly taken in Into step 3-4, the above is outwardly directed overhanging step 3-5；

Lower layer connection installing port 3-2 is opened up in the lower surface plate body 3-1 for takeing in step 3-4 under；Lower layer's connection installation Mouth 3-2 is opened up down upwards takes in the step 3-4 above 30mm of height middle line, and takes in step 3-4 end horizontal downwards and open up down Connecting screw hole 3-6；

Upper layer connection installing port 3-3 is opened up in the upper surface plate body 3-1 close to upper overhanging step 3-5；Upper layer connection installation Mouth 3-3 opens up downwards overhanging step 3-5 height middle line or less 30mm, and overhanging step 3-5 end horizontal opens up upwards Connecting screw hole 3-7.

Embodiment 2

Pipe gallery concrete shell plate a plate 1a and pipe gallery concrete shell plate b plate 1b are symmetrical above and below on the whole, Pipe gallery concrete shell plate a plate 1a connects short plate 1-7 with double plates of pipe gallery concrete shell plate b plate 1b and mutually leans on Tightly, in the external alignment of piping lane, short plate 1-7 ratio synthesis is connected in double plates of internal pipe gallery concrete shell plate a plate 1a Double plates of piping lane concrete shell plate b plate 1b connect the short protruding 225mm of plate 1-7；Pipe gallery concrete shell plate a plate Double plates of 1a connect the shear connector 1-18 on short plate 1-7 and connect short put down with double plates of pipe gallery concrete shell plate b plate 1b The shearing slot 1-19 phase of the same location of plate 1-7 is agreed with；

Intermediate plate is opened up in centre respectively in the bottom that plate connects three uniform aliquots of overhanging diagonal rib 1-12 Upper layer installing port 1-20, intermediate plate upper layer installing port 1-20 are rectangular channel, upwards the height of fluting to plate connection cantilever plate 1-11 The above 45mm of middle line is spent, setting level leads to the plate connection horizontal port cantilever plate 1-11 in the installing port 1-20 of intermediate plate upper layer Intermediate ladder connecting screw hole 1-21, intermediate ladder connecting screw hole 1-21 is horizontal and is located at plate and connects in cantilever plate 1-11 Between height；Double plates in the two sides of each intermediate plate upper layer installing port 1-20 connect and shear connector are respectively set at the top of short plate 1-7 1-18, intermediate plate upper layer installing port 1-20, intermediate ladder connecting screw hole 1-21 are respectively in the identical of three uniform aliquots Position；

Pipe gallery concrete shell plate a plate 1a: in the setting of the center of the third scoreboard of pipe gallery concrete shell plate Layer connects two-way protruding bar 1-23, and middle layer connects two-way protruding bar 1-23 and passes vertically through double plates upwards in vertical plate section 1-2 Short plate 1-7 is connected, and vertically extends 350mm upwards；Middle layer connect two-way protruding bar 1-23 in vertical plate section 1-2 to Under curve through connection segmental arc 1-3 and horizontal by level board section 1-1, connect short riser 1-6 bending and straight up in double plates It stretches out riser and connects half skewed slot 1-9, and vertically extend 350mm upwards；

Pipe gallery concrete shell plate b plate 1b: symmetrical above and below with pipe gallery concrete shell plate a plate 1a；In synthesis The center setting middle layer of the third scoreboard of piping lane concrete shell plate connects unidirectional protruding bar 1-24, and middle layer connects unidirectional overhanging steel Muscle 1-24 is connect in the bottom of vertical plate section 1-2 with metal connection box 1-27, and metal connection box 1-27 is the metal of one side opening Box, split shed side are horizontally directed to inside piping lane, and open up connecting vertically for circumferential connection in the corresponding position of vertical plate section 1-2 Installing port 1-26 is met, the vertical connection installing port 1-26 of circumferential direction connection stretches out always pipe gallery concrete shell plate b plate 1b's Surface；It passes vertically through double plates and connects short plate 1-7, and vertically extend 350mm upwards；Middle layer connects unidirectional protruding bar 1-24 and exists Connection segmental arc 1-3 is curved through in vertical plate section 1-2 downwards and horizontal by level board section 1-1, connects short riser 1-6 in double plates It is bent and stretches out riser straight up and connect half skewed slot 1-9, and vertically extend 350mm upwards.

For longitudinal fissure of displacement plate face is divided into three equal plate faces of width vertically: reinforcing connection diagonal rib 2- in middle level respectively 11 intermediate position opens up middle layer downstairs installing port 2-21 upwards respectively, is opened up upwards to middle layer and connects shear plate 2-12 height The above 75mm of middle line, and middle layer downstairs screw hole 2-23, middle layer downstairs screw hole 2-23 mono- are opened up horizontally outward in height middle line Direct connection stretching exposure connects the side of shear plate 2-12 in middle level；The intermediate position of connection reinforcement diagonal rib 2-15 is divided in middle level respectively Ladder installing port 2-20 on middle layer is not opened up downwards close to the position of upper layer straight panel 2-2；It opens up to middle layer always downwards and connects rank 75mm below ladder way 2-14 height middle line, and ladder screw hole 2-22 on middle layer, rank on middle layer are opened up horizontally outward in height middle line Connection stretches out the side for being exposed at middle layer connection ladder mouth 2-14 to ladder shell hole 2-22 always；

Lower layer connection installing port 3-2 is opened up in the lower surface plate body 3-1 for takeing in step 3-4 under；Lower layer's connection installation Mouth 3-2 is opened up down upwards takes in the step 3-4 above 45mm of height middle line, and takes in step 3-4 end horizontal downwards and open up down Connecting screw hole 3-6；

Upper layer connection installing port 3-3 is opened up in the upper surface plate body 3-1 close to upper overhanging step 3-5；Upper layer connection installation Mouth 3-3 opens up downwards overhanging step 3-5 height middle line or less 45mm, and overhanging step 3-5 end horizontal opens up upwards Connecting screw hole 3-7.

Embodiment 3

Pipe gallery concrete shell plate a plate 1a and pipe gallery concrete shell plate b plate 1b are symmetrical above and below on the whole, Pipe gallery concrete shell plate a plate 1a connects short plate 1-7 with double plates of pipe gallery concrete shell plate b plate 1b and mutually leans on Tightly, in the external alignment of piping lane, short plate 1-7 ratio synthesis is connected in double plates of internal pipe gallery concrete shell plate a plate 1a Double plates of piping lane concrete shell plate b plate 1b connect the short protruding 300mm of plate 1-7；Pipe gallery concrete shell plate a plate Double plates of 1a connect the shear connector 1-18 on short plate 1-7 and connect short put down with double plates of pipe gallery concrete shell plate b plate 1b The shearing slot 1-19 phase of the same location of plate 1-7 is agreed with；

Intermediate plate is opened up in centre respectively in the bottom that plate connects three uniform aliquots of overhanging diagonal rib 1-12 Upper layer installing port 1-20, intermediate plate upper layer installing port 1-20 are rectangular channel, upwards the height of fluting to plate connection cantilever plate 1-11 The above 60mm of middle line is spent, setting level leads to the plate connection horizontal port cantilever plate 1-11 in the installing port 1-20 of intermediate plate upper layer Intermediate ladder connecting screw hole 1-21, intermediate ladder connecting screw hole 1-21 is horizontal and is located at plate and connects in cantilever plate 1-11 Between height；Double plates in the two sides of each intermediate plate upper layer installing port 1-20 connect and shear connector are respectively set at the top of short plate 1-7 1-18, intermediate plate upper layer installing port 1-20, intermediate ladder connecting screw hole 1-21 are respectively in the identical of three uniform aliquots Position；

Pipe gallery concrete shell plate a plate 1a: in the setting of the center of the third scoreboard of pipe gallery concrete shell plate Layer connects two-way protruding bar 1-23, and middle layer connects two-way protruding bar 1-23 and passes vertically through double plates upwards in vertical plate section 1-2 Short plate 1-7 is connected, and vertically extends 500mm upwards；Middle layer connect two-way protruding bar 1-23 in vertical plate section 1-2 to Under curve through connection segmental arc 1-3 and horizontal by level board section 1-1, connect short riser 1-6 bending and straight up in double plates It stretches out riser and connects half skewed slot 1-9, and vertically extend 500mm upwards；

Pipe gallery concrete shell plate b plate 1b: symmetrical above and below with pipe gallery concrete shell plate a plate 1a；In synthesis The center setting middle layer of the third scoreboard of piping lane concrete shell plate connects unidirectional protruding bar 1-24, and middle layer connects unidirectional overhanging steel Muscle 1-24 is connect in the bottom of vertical plate section 1-2 with metal connection box 1-27, and metal connection box 1-27 is the metal of one side opening Box, split shed side are horizontally directed to inside piping lane, and open up connecting vertically for circumferential connection in the corresponding position of vertical plate section 1-2 Installing port 1-26 is met, the vertical connection installing port 1-26 of circumferential direction connection stretches out always pipe gallery concrete shell plate b plate 1b's Surface；It passes vertically through double plates and connects short plate 1-7, and vertically extend 500mm upwards；Middle layer connects unidirectional protruding bar 1-24 and exists Connection segmental arc 1-3 is curved through in vertical plate section 1-2 downwards and horizontal by level board section 1-1, connects short riser 1-6 in double plates It is bent and stretches out riser straight up and connect half skewed slot 1-9, and vertically extend 500mm upwards.

For longitudinal fissure of displacement plate face is divided into three equal plate faces of width vertically: reinforcing connection diagonal rib 2- in middle level respectively 11 intermediate position opens up middle layer downstairs installing port 2-21 upwards respectively, is opened up upwards to middle layer and connects shear plate 2-12 height The above 100mm of middle line, and middle layer downstairs screw hole 2-23, middle layer downstairs screw hole 2-23 mono- are opened up horizontally outward in height middle line Direct connection stretching exposure connects the side of shear plate 2-12 in middle level；The intermediate position of connection reinforcement diagonal rib 2-15 is divided in middle level respectively Ladder installing port 2-20 on middle layer is not opened up downwards close to the position of upper layer straight panel 2-2；It opens up to middle layer always downwards and connects rank 100mm below ladder way 2-14 height middle line, and ladder screw hole 2-22 on middle layer, rank on middle layer are opened up horizontally outward in height middle line Connection stretches out the side for being exposed at middle layer connection ladder mouth 2-14 to ladder shell hole 2-22 always；

Lower layer connection installing port 3-2 is opened up in the lower surface plate body 3-1 for takeing in step 3-4 under；Lower layer's connection installation Mouth 3-2 is opened up down upwards takes in the step 3-4 above 60mm of height middle line, and takes in step 3-4 end horizontal downwards and open up down Connecting screw hole 3-6；

Upper layer connection installing port 3-3 is opened up in the upper surface plate body 3-1 close to upper overhanging step 3-5；Upper layer connection installation Mouth 3-3 opens up downwards overhanging step 3-5 height middle line or less 60mm, and overhanging step 3-5 end horizontal opens up upwards Connecting screw hole 3-7.

The above is only the preferred embodiment of the utility model, it is noted that for the common skill of the art For art personnel, without departing from the principle of this utility model, several improvements and modifications can also be made, these improve and Retouching also should be regarded as the protection scope of the utility model.

Claims

1. a kind of bilayer assembly concrete pipe gallery, it is characterised in that:

Pipe gallery concrete shell plate (1) is divided into pipe gallery concrete shell plate a plate (1a) and pipe gallery concrete-shell Body plate b plate (1b), the circumferential top and bottom in a cross section are two pieces of pipe gallery concrete shell plate a plates (1a), above For two pieces of pipe gallery concrete shell plate b plates (1b)；In the longitudinal direction of pipeline, pipe gallery concrete shell plate b plate (1b) is equal With following pipe gallery concrete shell plate a plate (1a) be staggered one third plate it is wide；Every piece of pipe gallery concrete shell There are plate a plate (1a) 3 equally distributed middle layers to connect, and two-way protruding bar (1-23) stretches out vertical plate section (1-2) and double plates connect The top of short plate (1-7) is connect, and is inserted into the metal connection box (1- of pipe gallery concrete shell plate b plate (1b) above 27) in, metal connection box (1-27) is the can of one side opening, and split shed side is horizontally directed to inside piping lane, and perpendicular The corresponding position of straight panel section (1-2) opens up the vertical connection installing port (1-26) of circumferential connection, the vertical connection peace of circumferential direction connection The surface that mouth (1-26) stretches out always pipe gallery concrete shell plate b plate (1b) is filled, is connected using nut (5)；Wherein in 2 Layer connects two-way protruding bar (1-23) and is inserted into one piece of pipe gallery concrete shell plate b plate (1b), and another 1 middle layer connection is double It is inserted into another piece of pipe gallery concrete shell plate b plate (1b) to protruding bar (1-23)；

Pipe gallery concrete shell plate a plate (1a) and pipe gallery concrete shell plate b plate (1b) are symmetrical above and below on the whole, Pipe gallery concrete shell plate a plate (1a) connects short plate (1-7) with double plates of pipe gallery concrete shell plate b plate (1b) It is mutually close to, in the external alignment of piping lane, connects short plate in double plates of internal pipe gallery concrete shell plate a plate (1a) (1-7) plate (1-7) shorter than the connection of double plates of pipe gallery concrete shell plate b plate (1b) is 150 ~ 300mm protruding；It is comprehensive Double plates of piping lane concrete shell plate a plate (1a) connect shear connector (1-18) and pipe gallery concrete on short plate (1-7) The shearing slot (1-19) that double plates of shell plates b plate (1b) connect the same location of short plate (1-7) mutually agrees with；

Two pieces of pipe gallery concrete shell plate a plates (1a) are symmetrically and longitudinal direction is aligned one by one, and respective double plate connections are short Riser (1-6) is mutually drawn close, and two respective level board sections (1-1) are horizontal, wherein one piece of pipe gallery concrete shell plate a Double plates of plate (1a) connect in the horizontal connection installing port (1-25) of the circumferential connection of short riser (1-6) through circumferential connecting screw hole (1-22) is inserted into bolt (4), and passes through the circumferential connecting screw hole (1-22) of another piece of pipe gallery concrete shell plate a plate (1a) It enters in horizontal connection installing port (1-25), and is connected using nut (5)；One of pipe gallery concrete shell plate a The shear connector (1-18) of the short riser (1-6) of double plates connection of plate (1a) and another piece of pipe gallery concrete shell plate a plate (1a) Double plates connect the shearing slot (1-19) of short riser (1-6) and agree with；

Top connection splay end (2-18) of wall construction plate (2) in pipe gallery concrete is connected into flush end (2-19) insertion with top The connection of two pieces of pipe gallery concrete shell plate (1) risers partly rise as high as the banks (1-8) connect what half skewed slot (1-9) was collectively formed with riser Groove, and pipe gallery concrete shell plate (1) is two-way overhanging in the middle layer that riser connection half skewed slot (1-9) vertically extends connection On reinforcing bar (1-23) is inserted into the vertical connecting screw hole in end (2-24) in pipe gallery concrete at the top of wall construction plate (2) and stretches out Portion connects ladder mouth (2-16), is connected using nut (5)；

The upper overhanging step (3-5) of assembly concrete media layer damage plate (3) is placed on following pipe gallery concrete shell plate a Double plates of plate (1a) connect on short plate (1-7)；Step (3-4) and upper is taken under assembly concrete media layer damage plate (3) Overhanging step (3-5) respectively with the pipe gallery concrete shell plate a plate (1a) of lower part and the pipe gallery concrete-shell on top Agree with the outer end that double plates of body plate b plate (1b) connect short plate (1-7)；

Lower layer's connection installing port (3-2) in assembly concrete media layer damage plate (3) lower part is inner, passes through lower connecting screw hole (3- 6) it wears bolt (4), bolt (4) is worn by the intermediate ladder connecting screw hole (1-21) of pipe gallery concrete shell plate a plate (1a) Enter into intermediate plate upper layer installing port (1-20), is connected using nut (5)；On assembly concrete media layer damage plate (3) top Upper layer connection installing port (3-3) it is inner, worn bolt (4) by upper connecting screw hole (3-7), the integrated pipe that bolt (4) passes through top The intermediate ladder connecting screw hole (1-21) of corridor concrete shell plate b plate (1b) penetrates into intermediate plate upper layer installing port (1-20), It is connected using nut (5)；

The upper overhanging step (3- of the assembly concrete media layer damage plate (3) of wall construction plate (2) two sides in concrete pipe gallery 5) it rides over respectively on middle layer connection shearing ladder mouth (2-13) of wall construction plate (2) in concrete pipe gallery；Assembled coagulation The end respectively and in concrete pipe gallery of step (3-4), upper overhanging step (3-5) is taken under native media layer damage plate (3) Middle layer connection shear plate (2-12) of wall construction plate (2) connects ladder mouth (2-14) with middle layer and mutually agrees with；

Lower layer's connection installing port (3-2) in assembly concrete media layer damage plate (3) lower part is inner, passes through lower connecting screw hole (3- 6) it wears bolt (4), bolt (4) is penetrated by middle layer downstairs screw hole (2-23) of wall construction plate (2) in concrete pipe gallery In to middle layer downstairs installing port (2-21), connected using nut (5)；

Upper layer connection installing port (3-3) on the top of assembly concrete media layer damage plate (3) is inner, passes through upper connecting screw hole (3-7) is worn bolt (4), and ladder screw hole (2-22) is worn on the middle layer that bolt (4) passes through wall construction plate (2) in concrete pipe gallery Enter into ladder installing port (2-20) on middle layer, is connected using nut (5).

2. bilayer assembly concrete pipe gallery according to claim 1, it is characterised in that: the pipe gallery is mixed Solidifying soil shell plates (1) are by level board section (1-1), vertical plate section (1-2), connection segmental arc (1-3), vertical arc hook segment (1-4), level Arc hook segment (1-5), double plates connect short riser (1-6), double plates connect short plate (1-7), riser connects partly rise as high as the banks (1-8), riser Connect half skewed slot (1-9), riser connection reinforcement rib (1-10), plate connection cantilever plate (1-11), the overhanging diagonal rib (1- of plate connection 12) the half storey fourth of the twelve Earthly Branches (1-13), the overhanging half storey tenon (1-14) of internal layer, waterproof enhancing ladder (1-15), the interior receipts half storey of internal layer, are received in outer layer The fourth of the twelve Earthly Branches (1-16), the overhanging half storey tenon (1-17) of outer layer, shear connector (1-18), shearing slot (1-19), intermediate plate upper layer installing port (1- 20), intermediate ladder connecting screw hole (1-21), circumferential connecting screw hole (1-22), middle layer connect two-way protruding bar (1-23), middle layer Connect unidirectional protruding bar (1-24), the horizontal connection installing port (1-25) of circumferential connection, the circumferential vertical connection installation connected Mouth (1-26) and metal connection box (1-27) composition,

Level board section (1-1) is level board, and vertical plate section (1-2) is vertical plate, level board section (1-1) and vertical plate section (1-2) Between be arc connection segmental arc (1-3)；

Short riser (1-6), level board section (1-1) and double plates are connected in double plates that the plate end of level board section (1-1) is one section shorter Connect the vertical arc hook segment (1-4) between short riser (1-6) for arc；It is one section shorter at the plate end of vertical plate section (1-2) Double plates connect short plate (1-7), and vertical plate section (1-2) and double plates connect the arc of horizon hook segment between short plate (1-7) for arc (1-5)；

Double plates connect short plate (1-7) top be it is ladder-like, the horizontal riser connection of lower position partly rise as high as the banks (1-8) and with a high position For the horizontal riser connection reinforcement rib (1-10) set by inclined-plane riser connection half skewed slot (1-9) connection, three's horizontal width is equal；

Double plates connect short plate (1-7) horizontal end be it is ladder-like, the upper half is that the plate of vertical end face connects cantilever plate (1- 11), lower half portion is that the plate inwardly taken in connects overhanging diagonal rib (1-12)；

Along level board section (1-1), vertical plate section (1-2), connection segmental arc (1-3), vertical arc hook segment (1-4), arc of horizon hook segment (1-5) by three uniform aliquots of entire plate label, three uniform aliquots on the short plate (1-7) of double plates connection are equal It is respectively set circumferential connecting screw hole (1-22), shearing slot (1-19) is respectively provided at left and right sides of circumferential connecting screw hole (1-22)；It cuts Power slot (1-19) and circumferential connecting screw hole (1-22) are uniformly distributed, and respectively in the same position of three uniform aliquots；

It is opened up on intermediate plate in centre respectively in the bottom that plate connects three uniform aliquots of overhanging diagonal rib (1-12) Layer installing port (1-20), intermediate plate upper layer installing port (1-20) are rectangular channel, and fluting to plate connects cantilever plate (1-11) upwards Height middle line more than 30 ~ 60mm, on intermediate plate upper layer installing port (1-20) interior setting level lead to plate connection cantilever plate (1- 11) the intermediate ladder connecting screw hole (1-21) of horizontal port, intermediate ladder connecting screw hole (1-21) are horizontal and are located at plate company Connect the intermediate altitude of cantilever plate (1-11)；Double plates in the two sides of each intermediate plate upper layer installing port (1-20) connect short plate (1- 7) it is respectively set at the top of shear connector (1-18), intermediate plate upper layer installing port (1-20), intermediate ladder connecting screw hole (1-21) are equal Respectively in the same position of three uniform aliquots；

Level board section (1-1), vertical plate section (1-2), connect segmental arc (1-3) plate both ends plate thickness the setting of half position it is anti- Water enhances ladder (1-15), wherein receives the half storey fourth of the twelve Earthly Branches (1-13), the overhanging half storey tenon (1-14) of internal layer in side setting outer layer, corresponding The other side, which is arranged in internal layer, receives the half storey fourth of the twelve Earthly Branches (1-16), the overhanging half storey tenon (1-17) of outer layer, and the half storey fourth of the twelve Earthly Branches (1-13), internal layer are received in outer layer Overhanging half storey tenon (1-14) is mutually agreed with the receipts half storey fourth of the twelve Earthly Branches (1-16), the overhanging half storey tenon (1-17) of outer layer in internal layer；

Start the horizontal connection installing port (1-25) of 3 circumferential connections in the inside that double plates connect short riser (1-6)；

Pipe gallery concrete shell plate (1) is divided into pipe gallery concrete shell plate a plate (1a) and pipe gallery concrete-shell Body plate b plate (1b)；

Pipe gallery concrete shell plate a plate (1a): middle layer is set at the center of the third scoreboard of pipe gallery concrete shell plate It connects two-way protruding bar (1-23), middle layer connects two-way protruding bar (1-23) and passes vertically through upwards in vertical plate section (1-2) Double plates connect short plate (1-7), and vertically extend 200 ~ 500mm upwards；Middle layer connects two-way protruding bar (1-23) vertical Connection segmental arc (1-3) is curved through in plate section (1-2) downwards and horizontal by level board section (1-1), connects short riser in double plates (1-6) is bent and stretches out riser connection half skewed slot (1-9) straight up, and vertically extends 200 ~ 500mm upwards；

Pipe gallery concrete shell plate b plate (1b): symmetrical above and below with pipe gallery concrete shell plate a plate (1a)；In synthesis The center setting middle layer of the third scoreboard of piping lane concrete shell plate connects unidirectional protruding bar (1-24), and middle layer connection is unidirectional overhanging Reinforcing bar (1-24) is connect in the bottom of vertical plate section (1-2) with metal connection box (1-27), and metal connection box (1-27) is one side The can of opening, split shed side are horizontally directed to inside piping lane, and open up circumferential direction in the corresponding position of vertical plate section (1-2) The vertical connection installing port (1-26) of the vertical connection installing port (1-26) of connection, circumferential direction connection stretches out always pipe gallery coagulation The surface of native shell plates b plate (1b)；It passes vertically through double plates and connects short plate (1-7), and vertically extend 200 ~ 500mm upwards；In The unidirectional protruding bar (1-24) of layer connection curves through connection segmental arc (1-3) downwards in vertical plate section (1-2) and level passes through Level board section (1-1) connects short riser (1-6) bending in double plates and stretches out riser connection half skewed slot (1-9) straight up, and to On vertically extend 200 ~ 500mm.

3. bilayer assembly concrete pipe gallery according to claim 1, it is characterised in that: the pipe gallery coagulation Wall construction plate (2) includes shearing cantilever plate under lower layer's straight panel (2-1), upper layer straight panel (2-2), lower connecting pin (2-3), middle layer in soil It is connected on (2-4), middle layer and partly stretches plate (2-5), upper linker (2-6), lower part connection flush end (2-7), lower part connection splay end (2- 8), lower part connection reinforcement rib (2-9), lower part connection ladder mouth (2-10), middle layer reinforcement connection diagonal rib (2-11), middle layer connection are cut Power plate (2-12), middle layer connection shearing ladder mouth (2-13), middle layer connect ladder mouth (2-14), middle layer connection reinforcement diagonal rib (2- 15), top connection ladder mouth (2-16), top connection reinforcement rib (2-17), top connection splay end (2-18), top connect flush end Ladder installing port (2-20) on (2-19), middle layer, middle layer downstairs installing port (2-21), ladder screw hole (2-22) on middle layer, in Layer downstairs screw hole (2-23), the vertical connecting screw hole in end (2-24) composition；Wall knot in the double-deck assembly concrete pipe gallery Structure plate generally Rectangular Concrete plate；

Wall construction plate (2) upper, middle and lower have multiple ladders for connection that integral slab is divided into two in pipe gallery concrete Plate: lower layer's straight panel (2-1), upper layer straight panel (2-2)；

Wall construction plate (2) bottom is the lower connecting pin (2-3) for horizontally and vertically connecting, integrated pipe in pipe gallery concrete Wall construction plate (2) bottom surface is that horizontal lower part connects flush end (2-7) in corridor concrete, and lower part connects the flush end two sides (2-7) difference Lower part to stretch out up and out connects splay end (2-8), and two sides are respectively lower part connection reinforcement rib (2- straight up later 9), the lower part finally to take in horizontal direction connects ladder mouth (2-10)；

It shears in the case where the junction of lower layer's straight panel (2-1) and upper layer straight panel (2-2) is middle layer and is connected on cantilever plate (2-4) and middle layer Partly stretch plate (2-5)；

It is that connection diagonal rib is reinforced in the middle layer that bottom is stretched out outward, upwards from lower layer's straight panel (2-1) that cantilever plate (2-4) is sheared under middle layer (2-11) connects shear plate (2-12) later for middle layer straight up, finally the middle layer connection shearing to take in horizontal direction Ladder mouth (2-13)；

Connect that partly to stretch plate (2-5) be that middle layer straight up connects ladder mouth (2-14) on middle layer, later obliquely, inwardly to receive Into middle layer connection reinforcement diagonal rib (2-15), last middle layer connection reinforcement diagonal rib (2-15) takes in upper layer straight panel (2-2)；

Upper linker (2-6) is the top connection ladder mouth (2- stretched out horizontally outward from the top two sides of upper layer straight panel (2-2) It 16) is later, top connection reinforcement rib (2-17) straight up, followed by the top connection splay end obliquely, inwardly taken in (2-18) finally connects flush end (2-19) for horizontal top；

For longitudinal fissure of displacement plate face is divided into three equal plate faces of width vertically: reinforcing connection diagonal rib (2-11) in middle level respectively Intermediate position open up middle layer downstairs installing port (2-21) upwards respectively, open up upwards to middle layer connect shear plate (2-12) height The above 50-100mm of middle line is spent, and opens up middle layer downstairs screw hole (2-23), middle layer downstairs spiral shell horizontally outward in height middle line Connection stretches out the side for being exposed at middle layer connection shear plate (2-12) always in hole (2-23)；Distinguish connection reinforcement diagonal rib (2- in middle level 15) intermediate position opens up downwards ladder installing port (2-20) on middle layer respectively close to the position of upper layer straight panel (2-2)；To next It directly opens up to middle layer and connects ladder mouth (2-14) height middle line or less 50-100mm, and open up middle layer horizontally outward in height middle line Upper ladder screw hole (2-22), connection stretches out the side for being exposed at middle layer connection ladder mouth (2-14) to ladder screw hole (2-22) always on middle layer Face；

The shape of lower connecting pin (2-3) and upper linker (2-6) is symmetrical above and below, connects ladder mouth in the lower part of the scoreboards such as three pieces The vertical connecting screw hole in end (2-24), aperture always to bottom are opened up straight down respectively among (2-10)；In the scoreboards such as three pieces Top connection reinforcement rib (2-17) among open up the vertical connecting screw hole in end (2-24) straight up respectively, aperture always is to pushing up Portion.

4. bilayer assembly concrete pipe gallery according to claim 1, it is characterised in that: the assembly concrete Media layer damage plate (3) include plate body (3-1), lower layer connection installing port (3-2), upper layer connection installing port (3-3), under take in step (3-4), upper overhanging step (3-5), lower connecting screw hole (3-6), upper connecting screw hole (3-7)；

Ladder is respectively set at the both ends of plate body (3-1) in plate body (3-1) generally rectangle, and here is the lower receipts inwardly taken in Into step (3-4), the above is outwardly directed overhanging step (3-5)；

Lower layer's connection installing port (3-2) is opened up in the lower surface plate body (3-1) for takeing in step (3-4) under；Lower layer's connection peace Dress mouth (3-2) opens up down take in 30 ~ 60mm of step (3-4) height middle line or more upwards, and takes in the end step (3-4) downwards Level opens up lower connecting screw hole (3-6)；

Upper layer connection installing port (3-3) is opened up in upper surface plate body (3-1) close to upper overhanging step (3-5)；Upper layer connection peace Dress mouth (3-3) opens up downwards 30 ~ 60mm of overhanging step (3-5) height middle line or less, and overhanging step (3-5) end upwards Level opens up connecting screw hole (3-7).