CN212801673U

CN212801673U - Spacing prevention of seepage connection system of piping lane basis shock attenuation and isolation

Info

Publication number: CN212801673U
Application number: CN202022043581.0U
Authority: CN
Inventors: 张延年; 王迅; 汪青杰
Original assignee: Individual
Current assignee: Individual
Priority date: 2020-09-17
Filing date: 2020-09-17
Publication date: 2021-03-26
Anticipated expiration: 2030-09-17

Abstract

The utility model provides a piping lane basis subtracts spacing prevention of seepage connection system of shock insulation. The utility model belongs to the technical field of urban underground road engineering and municipal facilities, when earthquake disaster or underground pipe gallery receive the sound load impact that ground transmission comes, the bradyseism can be done to the pressure that the load transmission got off to a plurality of bradyseism rubber layers of setting, avoids vibrations directly transmit gallery body top completely, when the pipe gallery takes place small displacement, its can restore the original state under the effect of elastic memory alloy board, the utility model discloses the device will defend underground pipe gallery horizontal displacement deformation and antiseep and fall row function and combine together, to the infiltration after the prevention underground pipe gallery body is built, leak and overcome the firm system of the underground gallery body that takes place horizontal displacement and warp by phenomenons such as percolating water soak and construction for a long time and make the contribution, can reduce the damage effect of pipe gallery basis under the earthquake effect simultaneously.

Description

Spacing prevention of seepage connection system of piping lane basis shock attenuation and isolation

Technical Field

The utility model belongs to the technical field of urban underground road engineering and municipal facilities, especially, relate to a piping lane basis subtracts spacing prevention of seepage connection system of shock insulation.

Background

At present, urban traffic construction is as good as possible, with the strategy of further advancing comprehensive pipe galleries and sponge cities by the nation, the major cities in China have a new turn of climax of underground engineering construction, due to scarcity of underground spaces, the demand for collecting urban underground comprehensive pipe galleries, urban underground express highways and urban underground building spaces is huge, the development and construction of Japanese and European and American underground spaces are in the leading position, the concept of comprehensive and three-dimensional development of underground cities and urban underground spaces is firstly advocated and proposed, and the Tokyo declaration is proposed in 1990: the underground space is vigorously developed, a new human cave age is started, and the international association of tunnels is expanded to the association of tunnels and underground spaces in 2010 and announces that: the 21 st century is a century of underground space, underground traffic pipe galleries are long in distance and complicated in termination, and therefore in the use of underground pipe galleries, the underground pipe galleries inevitably move, move horizontally or settle vertically due to various reasons. The causes are many, for example, soil body is not suitable, the project quality is not up to standard, and the like, can cause the movement of the underground pipe gallery. It is very likely that serious accidents will occur if the movement occurs at an inappropriate time, threatening the personal safety of people. How to guarantee that the underground pipe gallery does not move, does not move horizontally or move vertically is promoted to the schedule concerned by people, and the underground pipe gallery building technology is mature day by day, but the original water system balance of the soil body is destroyed after the underground pipe gallery is built, so that water systems in the soil body are gathered together by taking the underground pipe gallery as a channel, and when a water-containing stratum is communicated with the underground pipe gallery, the defects of water seepage and water leakage as main factors are revealed day by day. The waterproof layer is mainly protected by the finished product of the waterproof layer. If the finished product is not well protected, the damage is caused by careless construction, the repair is not carried out in time, leakage points are easy to form, the leakage of underground water is caused, the problem of the leakage water always is a common quality problem which puzzles underground construction engineering, the phenomenon that pipelines are soaked by the leakage water for a long time is avoided, and the problem of good water resistance is one of the technical problems which must be considered in the construction of the comprehensive pipe rack.

SUMMERY OF THE UTILITY MODEL

In order to solve the technical problem that exists, the utility model provides a spacing prevention of seepage connection system of piping lane basis isolation bearing, when earthquake disaster or underground pipe gallery receive the sound load impact that ground transmission comes, the bradyseism can be done to the pressure that the load transmission got off to a plurality of bradyseism rubber layers that set up, avoids vibrations directly transmitting gallery body top completely, when small displacement takes place at the piping lane, it can be at elastic memory alloy plate's effect reconversion down, the utility model discloses the device falls to arrange the function with the antiseep with defensive underground pipe gallery horizontal displacement deformation and combines together, and seepage after the prevention underground pipe gallery body is built, leak and overcome the firm system of underground pipe gallery body that takes place horizontal displacement and warp by phenomenons such as percolating water soak and construction for a long time and make the contribution, can reduce the damage effect of piping lane basis under the earthquake effect simultaneously.

In order to realize the purpose, the utility model discloses a technical scheme be:

the pipe gallery foundation seismic mitigation and isolation limiting and seepage-proofing connecting system mainly comprises a gallery top limiting plate, a coordinating support connecting plate, a gallery bottom limiting plate, a pipe gallery, backfill soil, a top connecting bolt, a bottom connecting bolt, a top rib fixing rib, a locking nut, a cushioning rubber layer, an elastic memory alloy plate, a reserved trapezoid groove, a reserved top clamping groove, a limiting groove, an installation groove slot, a limiting blocking rib, a reserved steel bar hole in the limiting rib, a top plate bolt hole, a gallery top drainage groove, a support water guide splitting plate, a top clamping plate, a bottom clamping plate, a water sliding surface, a bottom installation opening, a bottom perforation, a top installation opening, a top perforation, a reserved inverted trapezoid groove, a gallery bottom drainage groove, a bottom plate bolt hole, an inverted trapezoid clamping rib at the bottom of the gallery, a gallery top trapezoid clamping rib, a gallery top limiting connecting column rib and a reserved steel bar hole in the connecting column rib.

Furthermore, in the pipe gallery foundation seismic isolation limiting and seepage-proofing connecting system, a pipe gallery is arranged above a limiting plate at the bottom of the gallery, a gallery top limiting plate is arranged above the pipe gallery, coordinating support connecting plates are arranged on the left side and the right side of the pipe gallery, a plurality of gallery top drainage grooves are respectively arranged on the left side and the right side above the gallery top limiting plate structure, reserved trapezoidal grooves, reserved top clamping grooves, limiting grooves, installation slot slots, limiting blocking ribs and reserved steel bar holes and roof bolt holes in the limiting ribs are respectively and symmetrically arranged on the left side and the right side below the gallery top limiting plate structure, the roof bolt holes are arranged above the reserved top clamping grooves, the installation slot slots are arranged on the left side and the right side of the limiting grooves, the limiting blocking ribs are arranged between the limiting grooves and the installation slot slots, the steel bar holes in the limiting ribs are arranged in the limiting blocking ribs to communicate the limiting grooves with the installation slot slots, and the coordinating support connecting plates are structurally composed of a supporting, The bottom clamping plates are connected below the pipeline corridor, the inner side surface of the supporting water guide sub-plate is provided with a water sliding surface, a plurality of top mounting openings and top through holes are arranged in the top clamping plate, each top mounting opening is communicated with the corresponding top through hole, a plurality of bottom mounting openings and bottom through holes are arranged in the bottom clamping plate, each bottom mounting opening is communicated with the corresponding bottom through hole, a plurality of reserved inverted trapezoid-shaped grooves are arranged in the middle above the corridor bottom limiting plate structure, corridor bottom drainage grooves, reserved bottom clamping grooves and bottom plate bolt holes are symmetrically arranged on the left side and the right side above the corridor bottom limiting plate structure respectively, the bottom plate bolt holes are arranged at the bottoms of the reserved bottom clamping grooves, a plurality of corridor bottom inverted trapezoid-shaped clamping ribs are arranged below the structure of the pipeline corridor and connected with the corridor bottom inverted trapezoid-shaped clamping ribs, corridor top limiting column connecting ribs are symmetrically arranged above the structure of the pipeline corridor and connected with the corridor top limiting column connecting ribs, and reserved steel bar holes are arranged on the corridor top limiting column connecting ribs, arranging the corridor top trapezoidal clamping rib in the reserved trapezoidal groove, arranging a shock absorption rubber layer above the corridor top trapezoidal clamping rib, arranging elastic memory alloy plates at two sides of the corridor top trapezoidal clamping rib, arranging the corridor top limiting connecting column rib in the limiting groove, arranging the shock absorption rubber layer above the corridor top limiting connecting column rib, arranging the elastic memory alloy plates at two sides of the corridor top limiting connecting column rib, simultaneously arranging a top rib fixing rib which passes through the reserved steel bar hole in the limiting rib and the reserved steel bar hole in the connecting column rib and is fixed by arranging locking nuts at two ends of the top rib fixing rib, arranging the corridor bottom inverted trapezoidal clamping rib in the reserved inverted trapezoidal groove, arranging the shock absorption rubber layer below the corridor bottom inverted trapezoidal clamping rib, arranging the elastic memory alloy plates at two sides of the corridor bottom inverted trapezoidal clamping rib, arranging the top clamping plate in the corridor top clamping groove, and arranging a top connecting bolt in the top mounting opening, the top plate bolt holes are arranged at the upper part of the coordination support connecting plate, the top plate bolt holes are arranged at the lower part of the coordination support connecting plate, the bottom plate bolt holes are arranged at the lower part of the coordination support connecting plate, the top plate bolt holes are arranged at the upper part of the coordination support connecting plate, the bottom plate bolt holes are arranged at the lower part of the coordination support connecting plate, and the bottom plate bolt holes are arranged at the upper part of the coordination support connecting plate.

Furthermore, the cushioning rubber layer is made of elastic materials, and the cushioning rubber layer and the elastic memory alloy plate are both subjected to waterproof and anticorrosion treatment.

Furthermore, the outer surfaces of the top connecting bolt, the bottom connecting bolt, the top rib fixing rib and the locking nut are galvanized.

Further, every roof bolt hole all corresponds the setting with the top perforation one by one, guarantees that top connecting bolt can pass the top perforation and come to corridor top limiting plate (1) and top cardboard fixed connection rather than in the roof bolt hole that corresponds.

Furthermore, each bottom perforation is arranged corresponding to the bottom plate bolt hole one by one, so that the bottom connecting bolt can penetrate through the bottom perforation and the bottom plate bolt hole corresponding to the bottom perforation to fixedly connect the bottom clamping plate (2-3) and the corridor bottom limiting plate.

Furthermore, the reserved steel bar holes in each limiting rib and the reserved steel bar holes in the column connecting ribs are arranged correspondingly one by one, so that the top rib fixing ribs can penetrate through the reserved steel bar holes in the limiting ribs and the reserved steel bar holes in the column connecting ribs corresponding to the top rib fixing ribs to fixedly connect the limiting blocking ribs and the limiting column connecting ribs on the top of the corridor.

Furthermore, both ends of the gallery top drainage groove and the gallery bottom drainage groove are communicated with the urban drainage pipeline.

Furthermore, the sizes of the reserved top clamping groove and the reserved top clamping groove are matched with each other, and the sizes of the reserved bottom clamping groove and the reserved bottom clamping groove are matched with each other.

Further, the size setting of corridor top water drainage tank, corridor bottom water drainage tank is confirmed according to the peripheral precipitation condition of' pipe gallery, can reach more high-efficient and timely drainage precipitation effect according to the precipitation condition in different areas that the pipe gallery is located, adjusts the size scale of corridor top water drainage tank, corridor bottom water drainage tank according to local conditions.

The utility model has the advantages that the utility model has convenient installation, high construction efficiency, convenient industrialized split, prolonged service life of the underground pipe gallery, and can ensure that the underground pipe gallery does not displace, move and deform, because the prior state further advances the strategy of the comprehensive pipe gallery, and the underground pipe gallery can inevitably move horizontally due to various reasons in the use of the underground pipe gallery, the utility model can effectively avoid serious accidents possibly caused by the movement of the underground pipe gallery and further threaten the personal safety of people, can reduce the impact and damage of underground water and surface rainfall on the underground pipe gallery, can play the role of effective anti-seepage and drainage, and simultaneously, the utility model has good adjustable flexibility, the size setting of the gallery top drainage groove and the gallery bottom drainage groove is determined according to the peripheral rainfall condition of the pipe gallery in the system of the utility model, and can be determined according to the rainfall condition of different areas where the pipe gallery is located, the utility model combines the functions of preventing horizontal displacement deformation of the underground pipe gallery and preventing seepage and drainage when the underground pipe gallery is subjected to small displacement, contributes to preventing the phenomena of water seepage, water leakage, long-term soaking by seepage water and the like after the underground pipe gallery is built and overcoming the stable system of the underground pipe gallery which is deformed by horizontal displacement, simultaneously can reduce the damage effect of piping lane basis under the earthquake effect.

Drawings

The utility model provides a spacing prevention of seepage of piping lane basis subtracts shock insulation connection system is further explained below with the attached drawing:

figure 1 is the utility model discloses piping lane basis subtracts spacing prevention of seepage of shock insulation connection system's structural schematic.

Fig. 2 is the utility model discloses well corridor top limiting plate's schematic structure.

Fig. 3 is a schematic structural view of the middle coordinating support connection plate of the present invention.

Fig. 4 is the utility model discloses the structure schematic diagram of well corridor bottom limiting plate.

Figure 5 is the utility model discloses well piping lane's structural schematic.

In the figure: 1 is a gallery top limit plate; 2 is a coordination support connecting plate; 3 is a gallery floor limiting plate; 4 is a pipe gallery; 5 is backfill soil; 6 is a top connecting bolt; 7 is a bottom connecting bolt; 8 is a top rib fixing rib; 9 is a locking nut; 10 is a shock absorption rubber layer; 11 is an elastic memory alloy plate; 1-1 is a reserved trapezoid groove; 1-2 is a reserved top clamping groove; 1-3 are limit grooves; 1-4 is an installation slot; 1-5 are limit stop ribs; 1-6 are reserved reinforcing steel bar holes in the limiting ribs; 1-7 are top plate bolt holes; 1-8 are gallery top drainage grooves; 2-1 is a supporting water guide sub-plate; 2-2 is a top clamping plate; 2-3 is a bottom clamping plate; 2-4 is a water surface; 2-5 is a bottom mounting opening; 2-6 are bottom through holes; 2-7 is a top mounting opening; 2-8 are top perforations; 3-1 is a reserved inverted trapezoid groove; 3-2 is a corridor bottom drainage groove; 3-3 is a reserved bottom clamping groove; 3-4 are bottom plate bolt holes; 4-1 is an inverted trapezoidal clamping rib at the bottom of the corridor; 4-2 is a trapezoidal clamping rib at the top of the gallery; 4-3 is a gallery top limit connecting column rib; and 4-4, reinforcing steel bar holes are reserved in the column connecting ribs.

Detailed Description

For further explanation of the present invention, the following detailed description of the present invention is provided with reference to the drawings and examples, which should not be construed as limiting the scope of the present invention.

A vibration-reduction, isolation and limiting and seepage-proofing connection system for a pipe gallery foundation mainly comprises a gallery top limiting plate 1, a coordinating support connection plate 2, a gallery bottom limiting plate 3, a pipe gallery 4, backfill soil 5, a top connection bolt 6, a bottom connection bolt 7, a top rib fixing rib 8, a locking nut 9, a shock-absorbing rubber layer 10, an elastic memory alloy plate 11, a reserved trapezoid groove 1-1, a reserved top clamping groove 1-2, a limiting groove 1-3, an installation slot 1-4, a limiting blocking rib 1-5, a reserved steel bar hole 1-6 in a limiting rib, a top plate bolt hole 1-7, a gallery top drainage groove 1-8, a supporting water guide distribution plate 2-1, a top clamping plate 2-2, a bottom clamping plate 2-3, a water sliding surface 2-4, a bottom installation opening 2-5, a bottom perforation 2-6, a top installation opening 2-7, 2-8 of top perforation, reserve 3-1 of inverted ladder type groove, 3-2 of corridor bottom water drainage tank, reserve 3-3 of end draw-in groove, 3-4 of bottom plate bolt hole, 4-1 of corridor bottom inverted ladder type rib, 4-2 of corridor top ladder type rib, corridor top spacing column connecting rib 4-3 and reserve reinforcing bar hole 4-4 etc. in the column connecting rib, its characterized in that:

in the shock absorption, isolation and limiting and seepage-proofing connecting system for the pipe gallery foundation, a pipe gallery 4 is arranged above a gallery bottom limiting plate 3, a gallery top limiting plate 1 is arranged above the pipe gallery 4, coordinating and supporting connecting plates 2 are arranged on the left side and the right side of the pipe gallery 4, a plurality of gallery top drainage grooves 1-8 are respectively arranged on the left side and the right side above the structure of the gallery top limiting plate 1, reserved trapezoidal grooves 1-1, reserved top clamping grooves 1-2, limiting grooves 1-3, installation slot slots 1-4, limiting blocking ribs 1-5, reserved steel bar holes 1-6 in the limiting ribs and roof bolt holes 1-7 are respectively and symmetrically arranged on the left side and the right side below the structure of the gallery top limiting plate 1, wherein the roof bolt holes 1-7 are arranged above the reserved top clamping grooves 1-2, the installation slot slots 1-4 are arranged on the left side and the right side of the limiting grooves 1-3, and the installation slot slots 1-4 are provided with limiting, and a limiting rib is arranged in a limiting blocking rib 1-5, a steel bar hole 1-6 is reserved in the limiting rib to communicate a limiting groove 1-3 with an installation slot 1-4, the structure of the coordinated supporting connecting plate 2 is formed by connecting a supporting water guide sub-plate 2-1, a top clamping plate 2-2 positioned above the supporting water guide sub-plate and a bottom clamping plate 2-3 positioned below the supporting water guide sub-plate, the inner side surface of the supporting water guide sub-plate 2-1 is provided with a water sliding surface 2-4, a plurality of top installation ports 2-7 and top through holes 2-8 are arranged in the top clamping plate 2-2, each top installation port 2-7 is communicated with the corresponding top through hole 2-8, a plurality of bottom installation ports 2-5 and bottom through holes 2-6 are arranged in the bottom clamping plate 2-3, and each bottom installation port 2-5 is communicated with the corresponding bottom through hole 2-6, a plurality of reserved inverted ladder-shaped grooves 3-1 are arranged in the middle above the structure of the gallery bottom limiting plate 3, gallery bottom drainage grooves 3-2, reserved bottom clamping grooves 3-3 and bottom plate bolt holes 3-4 are symmetrically arranged on the left side and the right side above the structure of the gallery bottom limiting plate 3 respectively, a plurality of gallery bottom inverted ladder-shaped clamping ribs 4-1 are arranged below the structure of the pipe gallery 4 and connected with the reserved bottom drainage grooves 3-3, gallery top ladder-shaped clamping ribs 4-2 and gallery top limiting connecting column ribs 4-3 are symmetrically arranged above the structure of the pipe gallery 4 and connected with the reserved bottom clamping ribs 4-1, steel bar holes 4-4 in communicated connecting column ribs are arranged on the gallery top limiting connecting column ribs 4-3, the gallery top ladder-shaped clamping ribs 4-2 are arranged in the reserved ladder-shaped grooves 1-1, and a cushioning rubber layer 10 is arranged above the gallery top ladder-shaped clamping ribs 4-2, Arranging elastic memory alloy plates 11 at two sides of a corridor top trapezoidal clamping rib 4-2, arranging a corridor top limiting connecting column rib 4-3 in a limiting groove 1-3, arranging a cushioning rubber layer 10 above the corridor top limiting connecting column rib 4-3, arranging the elastic memory alloy plates 11 at two sides of the corridor top limiting connecting column rib 4-3, arranging a top rib fixing rib 8 which passes through a limiting rib reserved reinforcing rib hole 1-6 and a connecting column rib reserved reinforcing rib hole 4-4, arranging locking nuts 9 at two ends of the top rib fixing rib 8 for fixing, arranging a corridor bottom inverted trapezoidal clamping rib 4-1 in a reserved inverted trapezoidal groove 3-1, arranging the cushioning rubber layer 10 below the corridor bottom inverted trapezoidal clamping rib 4-1, arranging the elastic memory alloy plates 11 at two sides of the corridor bottom inverted trapezoidal clamping rib 4-1, arranging a top clamping plate 2-2 in the reserved top clamping groove 1-2, and a top connecting bolt 6 is arranged in the top mounting opening 2-7 and penetrates through each top through hole 2-8 and a top plate bolt hole 1-7 corresponding to the top through hole to fixedly connect the corridor top limiting plate 1 and the top clamping plate 2-2, a bottom connecting bolt 7 is arranged in the bottom mounting opening 2-5 and penetrates through each bottom through hole 2-6 and a bottom plate bolt hole 3-4 corresponding to the bottom through hole to fixedly connect the corridor bottom limiting plate 3 and the bottom clamping plate 2-3, backfill soil 5 is filled between the coordinating support connecting plate 2 and the pipe corridor 4, and the backfill soil 5 is arranged on the periphery, the upper part and the lower part.

The cushioning rubber layer 10 is made of elastic materials, and the cushioning rubber layer 10 and the elastic memory alloy plate 11 are both subjected to waterproof and anticorrosion treatment.

The outer surfaces of the top connecting bolt 6, the bottom connecting bolt 7, the top rib fixing rib 8 and the locking nut 9 are galvanized.

Each roof bolt hole 1-7 and the top through hole 2-8 are arranged correspondingly one by one to ensure that the top connecting bolt 6 can pass through the top through hole 2-8 and the roof bolt hole 1-7 corresponding to the top through hole to fixedly connect the gallery top limiting plate 1 and the top clamping plate 2-2.

Each bottom through hole 2-6 is arranged corresponding to a bottom plate bolt hole 3-4 one by one to ensure that the bottom connecting bolt 7 can penetrate through the bottom through hole 2-6 and the bottom plate bolt hole 3-4 corresponding to the bottom through hole to fixedly connect the bottom clamping plate 2-3 and the corridor bottom limiting plate 3.

The reserved reinforcing steel bar holes 1-6 in each limiting rib and the reserved reinforcing steel bar holes 4-4 in the column connecting ribs are arranged correspondingly one by one to ensure that the top rib fixing ribs 8 can pass through the reserved reinforcing steel bar holes 1-6 in the limiting ribs and the reserved reinforcing steel bar holes 4-4 in the column connecting ribs corresponding to the reserved reinforcing steel bar holes to fixedly connect the limiting blocking ribs 1-5 and the limiting column connecting ribs 4-3 on the top of the corridor.

Both ends of the corridor top drainage groove 1-8 and the corridor bottom drainage groove 3-2 are communicated with urban drainage pipelines.

The reserved top clamping groove 1-2 and the reserved bottom clamping groove 3-3 are matched in size scale, and the reserved top clamping groove 2-2 and the reserved bottom clamping groove 2-2 are matched in size scale.

The sizes of the gallery top drainage grooves 1-8 and the gallery bottom drainage grooves 3-2 are determined according to the peripheral precipitation condition of the pipe gallery 4, and the sizes of the gallery top drainage grooves 1-8 and the gallery bottom drainage grooves 3-2 can be adjusted according to local conditions according to the precipitation conditions of different areas where the pipe gallery 4 is located so as to achieve a more efficient and timely drainage precipitation effect.

The foregoing is only a preferred embodiment of the present invention, and it should be noted that, for those skilled in the art, a plurality of modifications and decorations can be made without departing from the principle of the present invention, and these modifications and decorations should also be regarded as the protection scope of the present invention.

Claims

1. A pipe gallery foundation seismic reduction and isolation limiting and seepage preventing connection system mainly comprises a gallery top limiting plate (1), a coordinating support connection plate (2), a gallery bottom limiting plate (3), a pipe gallery (4), backfill soil (5), a top connection bolt (6), a bottom connection bolt (7), a top rib fixing rib (8), a locking nut (9), a cushioning rubber layer (10), an elastic memory alloy plate (11), a reserved trapezoid groove (1-1), a reserved top clamping groove (1-2), a limiting groove (1-3), an installation slot opening (1-4), a limiting blocking rib (1-5), a reserved steel bar hole (1-6) in the limiting rib, a top bolt hole (1-7), a gallery top drainage groove (1-8), a supporting water guiding and distributing plate (2-1), a top clamping plate (2-2), a bottom clamping plate (2-3), The structure comprises a water skiing surface (2-4), a bottom mounting opening (2-5), a bottom through hole (2-6), a top mounting opening (2-7), a top through hole (2-8), a reserved inverted ladder type groove (3-1), a corridor bottom drainage groove (3-2), a reserved bottom clamping groove (3-3), a bottom plate bolt hole (3-4), a corridor bottom inverted ladder type clamping rib (4-1), a corridor top ladder type clamping rib (4-2), a corridor top limiting column connecting rib (4-3) and a column connecting rib inside reserved steel bar holes (4-4), and is characterized in that: in the pipe gallery foundation seismic reduction and isolation limiting and seepage-proofing connecting system, a pipe gallery (4) is arranged above a gallery bottom limiting plate (3), a gallery top limiting plate (1) is arranged above the pipe gallery (4), coordinating support connecting plates (2) are arranged on the left side and the right side of the pipe gallery (4), a plurality of gallery top drainage grooves (1-8) are respectively arranged on the left side and the right side above the structure of the gallery top limiting plate (1), reserved trapezoidal grooves (1-1), reserved top clamping grooves (1-2), limiting grooves (1-3), installation slot slots (1-4), limiting blocking ribs (1-5), reserved steel bar holes (1-6) in limiting ribs and roof bolt holes (1-7) are respectively and symmetrically arranged on the left side and the right side below the gallery top limiting plate (1), wherein the roof bolt holes (1-7) are arranged above the reserved top clamping grooves (1-2), the installation slot slots (1-4) are arranged at the left side and the right side of the limiting groove (1-3), limiting blocking ribs (1-5) are arranged between the limiting groove (1-3) and the installation slot slots (1-4), and reinforcing steel bar holes (1-6) are reserved in the limiting ribs (1-5), the limiting groove (1-3) is communicated with the installation slot slots (1-4), the coordinating support connecting plate (2) is formed by connecting a support water guide division plate (2-1), a top clamping plate (2-2) positioned above the support water guide division plate and a bottom clamping plate (2-3) positioned below the support water guide division plate, the inner side surface of the support water guide division plate (2-1) is provided with a water sliding surface (2-4), a plurality of top installation ports (2-7) and top perforation holes (2-8) are arranged in the top clamping plate (2-2), each top mounting port (2-7) is communicated with a corresponding top through hole (2-8), a plurality of bottom mounting ports (2-5) and bottom through holes (2-6) are arranged in the bottom clamping plate (2-3), each bottom mounting port (2-5) is communicated with a corresponding bottom through hole (2-6), a plurality of reserved inverted trapezoid-shaped grooves (3-1) are arranged in the middle above the structure of the gallery bottom limiting plate (3), gallery bottom drainage grooves (3-2), reserved bottom clamping grooves (3-3) and bottom plate bolt holes (3-4) are symmetrically arranged on the left side and the right side above the structure of the gallery bottom limiting plate (3), the bottom plate bolt holes (3-4) are arranged at the bottoms of the reserved bottom clamping grooves (3-3), a plurality of gallery bottom inverted trapezoid-shaped clamping ribs (4-1) are arranged below the structure of the pipe gallery (4) and connected with the reserved bottom clamping grooves (3-3), corridor top trapezoidal clamping ribs (4-2) and corridor top limiting column connecting ribs (4-3) are symmetrically arranged above the structure of the pipe corridor (4) and connected with the structure, through column connecting ribs are arranged on the corridor top limiting column connecting ribs (4-3) to reserve reinforcing steel bar holes (4-4), the corridor top trapezoidal clamping ribs (4-2) are arranged in the reserved trapezoidal grooves (1-1), a cushioning rubber layer (10) is arranged above the corridor top trapezoidal clamping ribs (4-2), elastic memory alloy plates (11) are arranged on two sides of the corridor top trapezoidal clamping ribs (4-2), the corridor top limiting column connecting ribs (4-3) are arranged in the limiting grooves (1-3), a cushioning rubber layer (10) is arranged above the corridor top limiting column connecting ribs (4-3), and elastic memory alloy plates (11) are arranged on two sides of the corridor top limiting column connecting ribs (4-3), simultaneously arranging a top rib fixing rib (8), enabling the top rib fixing rib (8) to penetrate through a reserved steel bar hole (1-6) in the limiting rib and a reserved steel bar hole (4-4) in the column connecting rib, arranging locking nuts (9) at two ends of the top rib fixing rib (8) for fixing, arranging the reversed ladder-shaped clamping rib (4-1) at the bottom of the corridor in a reserved reversed ladder-shaped groove (3-1), arranging a shock absorption rubber layer (10) below the reversed ladder-shaped clamping rib (4-1) at the bottom of the corridor, arranging elastic memory alloy plates (11) at two sides of the reversed ladder-shaped clamping rib (4-1) at the bottom of the corridor, arranging a top clamping plate (2-2) in the reserved top clamping groove (1-2), arranging a top connecting bolt (6) in a top mounting opening (2-7), and enabling the top connecting bolt (6) to penetrate through a top through hole (2-8) and a corresponding top bolt hole (1-7) to enable the corridor top limiting plate (1) and the top clamping plate (2) to be connected with the 2) Fixedly connected, bottom connecting bolts (7) are arranged in bottom mounting ports (2-5), the bottom connecting bolts (7) penetrate through bottom through holes (2-6) and corresponding bottom plate bolt holes (3-4) to fixedly connect the gallery bottom limiting plate (3) with the bottom clamping plate (2-3), backfill soil (5) is filled between the coordinating support connecting plate (2) and the pipe gallery (4), and the backfill soil (5) is arranged around, above and below the seismic isolation limiting and seepage-proofing connecting system of the pipe gallery foundation.

2. The pipe gallery foundation seismic isolation limiting seepage-proofing connecting system according to claim 1, characterized in that: the shock absorption rubber layer (10) is made of elastic materials, and the shock absorption rubber layer (10) and the elastic memory alloy plate (11) are both subjected to waterproof and anticorrosion treatment.

3. The pipe gallery foundation seismic isolation limiting seepage-proofing connecting system according to claim 1, characterized in that: the outer surfaces of the top connecting bolt (6), the bottom connecting bolt (7), the top rib fixing rib (8) and the locking nut (9) are galvanized.

4. The pipe gallery foundation seismic isolation limiting seepage-proofing connecting system according to claim 1, characterized in that: each top plate bolt hole (1-7) is arranged corresponding to the top through hole (2-8) one by one, so that the top connecting bolt (6) can penetrate through the top through hole (2-8) and the top plate bolt hole (1-7) corresponding to the top through hole to fixedly connect the gallery top limiting plate (1) and the top clamping plate (2-2).

5. The pipe gallery foundation seismic isolation limiting seepage-proofing connecting system according to claim 1, characterized in that: each bottom through hole (2-6) is arranged corresponding to the bottom plate bolt hole (3-4) one by one, so that the bottom connecting bolt (7) can penetrate through the bottom through hole (2-6) and the bottom plate bolt hole (3-4) corresponding to the bottom through hole to fixedly connect the bottom clamping plate (2-3) and the corridor bottom limiting plate (3).

6. The pipe gallery foundation seismic isolation limiting seepage-proofing connecting system according to claim 1, characterized in that: the reserved reinforcing steel bar holes (1-6) in each limiting rib and the reserved reinforcing steel bar holes (4-4) in the connecting column ribs are arranged correspondingly one by one.

7. The pipe gallery foundation seismic isolation limiting seepage-proofing connecting system according to claim 1, characterized in that: both ends of the corridor top drainage groove (1-8) and the corridor bottom drainage groove (3-2) are communicated with urban drainage pipelines.

8. The pipe gallery foundation seismic isolation limiting seepage-proofing connecting system according to claim 1, characterized in that: the reserved top clamping groove (1-2) and the reserved top clamping groove (2-2) are matched in size scale, and the reserved bottom clamping groove (3-3) and the reserved bottom clamping groove (2-3) are matched in size scale.

9. The pipe gallery foundation seismic isolation limiting seepage-proofing connecting system according to claim 1, characterized in that: the sizes of the corridor top drainage grooves (1-8) and the corridor bottom drainage grooves (3-2) are determined according to the peripheral precipitation condition of the pipe corridor (4), and the sizes of the corridor top drainage grooves (1-8) and the corridor bottom drainage grooves (3-2) can be adjusted according to local conditions according to the precipitation conditions of different areas where the pipe corridor (4) is located so as to achieve a more efficient and timely drainage precipitation effect.