CN111501473B - Prefabricated assembled town road drainage structures - Google Patents

Prefabricated assembled town road drainage structures Download PDF

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Publication number
CN111501473B
CN111501473B CN202010341786.9A CN202010341786A CN111501473B CN 111501473 B CN111501473 B CN 111501473B CN 202010341786 A CN202010341786 A CN 202010341786A CN 111501473 B CN111501473 B CN 111501473B
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China
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prefabricated
brick
prefab
prefabricated part
road drainage
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CN111501473A (en
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陈赐标
黄利丰
陈楚标
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Guangdong Zhongfan Construction Co ltd
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Guangdong Zhongfan Construction Co ltd
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    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00Details of pavings
    • E01C11/22Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
    • E01C11/224Surface drainage of streets
    • E01C11/225Paving specially adapted for through-the-surfacing drainage, e.g. perforated, porous; Preformed paving elements comprising, or adapted to form, passageways for carrying off drainage
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C11/00Details of pavings
    • E01C11/22Gutters; Kerbs ; Surface drainage of streets, roads or like traffic areas
    • E01C11/224Surface drainage of streets
    • E01C11/227Gutters; Channels ; Roof drainage discharge ducts set in sidewalks
    • EFIXED CONSTRUCTIONS
    • E03WATER SUPPLY; SEWERAGE
    • E03FSEWERS; CESSPOOLS
    • E03F3/00Sewer pipe-line systems
    • E03F3/04Pipes or fittings specially adapted to sewers

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Health & Medical Sciences (AREA)
  • Life Sciences & Earth Sciences (AREA)
  • Hydrology & Water Resources (AREA)
  • Public Health (AREA)
  • Water Supply & Treatment (AREA)
  • Road Paving Structures (AREA)

Abstract

The invention discloses a prefabricated assembly type drainage structure for a municipal road, which relates to the technical field of municipal road construction and aims to solve the problems that when an earthquake occurs or foundation settlement is inconsistent, two adjacent sections of structure bodies are loosened or dislocated to cause structure water leakage, water flow cannot be timely drained along the structure bodies and reversely seeps to a road surface to influence the structure and the quality of the road surface in the conventional road drainage structure. The invention has the beneficial effect of preventing the dislocation and disconnection between the end parts of the adjacent prefabricated parts.

Description

Prefabricated assembled town road drainage structures
Technical Field
The invention relates to the technical field of municipal road construction, in particular to a prefabricated assembly type municipal road drainage structure.
Background
Along with the development of social economy, the urban modernization process is accelerated continuously, and municipal drainage pipe networks play an increasingly important role in social sustainable development. The municipal drainage pipe network is used as a blood vessel of a city, is communicated with a main street and a small street of the city, is an important carrier for rainwater drainage and sewage collection of the city, can cause sewage to flow too much to pollute the environment once blockage occurs, and greatly influences the city appearance of the city, and particularly plays a crucial role in preventing and draining flood in flood season due to the smoothness of the drainage pipe network.
In order to solve the problem of road drainage, the invention with the publication number of CN110863407A discloses a prefabricated assembly type drainage structure for municipal roads, which comprises a structure main body, wherein a flow passage is arranged in the center of the structure main body, a socket is arranged at one end of the flow passage, a socket is arranged at the other end of the flow passage, the socket is convexly arranged on the end surface of the structure main body, a socket recess is arranged on the end surface of the structure main body, the inner diameter of the socket is slightly larger than the outer diameter of the socket, and the socket are convenient to be spliced and matched; a plurality of water collecting ports are arranged on the upper surface of the structure main body close to the edge of the structure main body, and a curb preformed groove is eccentrically arranged on one side far away from the water collecting ports; at least two pairs of hoisting holes are symmetrically arranged on the outer side of the upper part of the structure main body.
When the invention is used, when an earthquake occurs or the foundation settlement is inconsistent, the adjacent two sections of structure bodies are loosened or staggered, so that the structure leaks, water flow cannot be discharged along the structure bodies in time and then reversely seeps to the road surface, and the structure and the quality of the road surface are affected.
Disclosure of Invention
In view of the deficiencies of the prior art, it is an object of the present invention to provide a prefabricated assembled municipal road drainage structure having the beneficial effect of preventing misalignment and disconnection between the ends of adjacent prefabricated members.
The above object of the present invention is achieved by the following technical solutions:
the utility model provides a prefabricated assembled town road drainage structures, includes the slot and locates prefab in the slot, the prefab along the length direction of slot connects gradually, the inside its length direction of following of prefab is equipped with the rivers passageway, and the prefab up end is equipped with the inlet opening, and is adjacent be connected with fastener between the prefab, fastener is including being fixed in the link on two sections adjacent prefabs respectively and connecting the extension spring between two links.
Through adopting above-mentioned technical scheme, road ponding gets into through the inlet opening on the prefab to flow away along rivers passageway. After two adjacent prefabs splice together, install fastener on the prefab, this moment, because the link links to each other with the prefab respectively, and the extension spring has the trend that makes two link be close to each other, consequently, the extension spring has the trend that makes between two prefabs being close to each other, when earthquake or bottom surface atress inequality lead to producing crack or dislocation between two prefabs, the prefab resumes the normal position at once again after the short-term production displacement under the effect of extension spring, lasts closely the butt in order to carry out the drainage. The arrangement of the fastening device plays a role of effectively preventing the disconnection or dislocation between the adjacent prefabricated members.
The present invention in a preferred example may be further configured to: two set two at least top and push away the piece between the link, the top pushes away the piece and includes the ejector pin of two coaxial settings and locates two regulation section of thick bamboos between the ejector pin, be equipped with the push pedal on the ejector pin, the ejector pin in the ejector pin is close to regulation section of thick bamboo one end and is equipped with the external screw thread, it is equipped with the internal thread respectively to adjust a section of thick bamboo both ends, the ejector pin respectively threaded connection in adjust on the section of thick bamboo, the ejector pin in the push pedal is kept away from regulation section of thick bamboo one end is equipped with the direction section, be equipped with on the link with direction section complex guiding hole.
By adopting the technical scheme, when the fastening device is installed, firstly, two ends of the pushing piece are respectively inserted into the guide holes on the two connecting frames, then the adjusting cylinder is rotated, the two ejector rods in threaded connection with the adjusting cylinder are driven by the rotation of the adjusting cylinder to respectively move towards two ends until the pushing plates on the ejector rods respectively push against the end surfaces of the connecting frames close to one side of each other, the adjusting cylinder is continuously rotated, the two ejector rods are continuously separated, so that the two connecting frames are pushed upwards in opposite directions, and the tension spring is stretched; then sleeving a fastening device into the end part of the prefabricated part, enabling the two connecting frames to respectively correspond to one prefabricated part, fixing the two connecting frames, and respectively fixing the two connecting frames on the two prefabricated parts; and then, the adjusting cylinder is rotated reversely, so that the adjusting cylinder drives the two ejector rods to move in opposite directions until the whole length of the pushing piece is smaller than the length between the two connecting frames, and then the pushing piece is taken down. In follow-up use, the extension spring can continuously be drawn close two prefabs each other, makes it be in the state of tight butt all the time to keep away from each other or when producing the dislocation between two prefabs, in time revise, can have good drainage effect all the time after guaranteeing the prefab concatenation.
The present invention in a preferred example may be further configured to: the prefabricated part is a cylindrical concrete block, a circle of metal ring is poured at the position, close to two ends, of the prefabricated part, the outer wall of the metal ring is exposed on one side of the outer wall of the prefabricated part, and the connecting frame is fixed on the metal ring.
Through adopting above-mentioned technical scheme, the becket pours as an organic wholely with the prefab, but metal and concrete compare and have better rigidity, no matter and the link between be welding or can dismantle the connection, firm connection can all be realized to fastener's life has been guaranteed.
The present invention in a preferred example may be further configured to: the prefabricated member is internally poured with a reinforcement cage, the reinforcement cage comprises a main reinforcement parallel to the length direction of the prefabricated member and a stirrup welded on the main reinforcement, and the water inlet hole is avoided from the main reinforcement and the stirrup.
Through adopting above-mentioned technical scheme, the setting up of steel reinforcement cage makes the intensity of prefab further strengthen, and its self can not take place breakage or fracture, and life is longer.
The present invention in a preferred example may be further configured to: one end of the main rib protrudes out of the concrete end of the prefabricated member, the other end of the prefabricated member is provided with an insertion hole for inserting the main rib on the adjacent prefabricated member, and the length and the diameter of the insertion hole are both larger than those of the protruding end of the main rib.
By adopting the technical scheme, when the two prefabricated members are butted, the main rib at the end part of one prefabricated member is inserted into the insertion hole at the end part of the other prefabricated member, so that the dislocation movement between the two adjacent prefabricated members is limited, only the axial displacement can be generated between the two prefabricated members, and the displacement is limited by the fastening device, therefore, the connection between the prefabricated members is further tight, and the possibility of cracking and dislocation is further reduced.
The present invention in a preferred example may be further configured to: the prefabricated part up end is horizontal plane, prefabricated brick that permeates water has been laid to the prefabricated part top, the terrace that permeates water has been laid to the brick top of permeating water.
Through adopting above-mentioned technical scheme, the brick that permeates water has fixed shape, use the brick that permeates water to cover the back with prefab up end, can enough prevent that road surface debris from entering into in the inlet opening and blocking up it, can make road surface water again through the brick that permeates water slowly down to the prefab top, and flow down from the inlet opening at the circulation in-process, guarantee the water permeability of inlet opening, and the terrace that will permeate water sets up the top at the brick that permeates water, not only can stabilize the brick that permeates water, prevent that it from rocking, and can make surface gathered water permeate down, and simultaneously, can also make the road surface keep leveling, prevent that the road surface is uneven and influence the traffic.
The present invention in a preferred example may be further configured to: the water permeable brick comprises a first brick body and a second brick body, the first brick body comprises a base and a supporting body arranged on the base, one end, close to the supporting body, of the base is in a frustum shape or a circular truncated cone shape, the supporting body is in a prismatic shape, the supporting body is coaxially fixed at the smaller end of the end face of the base, and the size of the smallest end face of the base is larger than that of the end face of the supporting body; the second brick body is put on at least three the base, splices between a plurality of second brick bodies and a plurality of supporter and forms the plane.
Through adopting above-mentioned technical scheme, because the base is terrace with edge or round platform form, consequently form the similar V-arrangement slot between the two adjacent bases, the drainage space is great, certain water storage effect has, the water that oozes down from the gap between the supporter and the second brick body flows in the slot, can permeate in the prefab of below, it is too late to flow down, can temporarily store in the slot that first brick body constitutes, and can not produce ponding above the road surface, and, first brick body is whole, the supporting area of below is greater than the area of top, consequently, first brick body is more stable, above-mentioned brick that permeates water is when keeping better drainage performance of terrace, the level and smooth pleasing to the eye of upper surface has been guaranteed, it permeates water to make things convenient for above the terrace.
The present invention in a preferred example may be further configured to: the supporter is regular hexagonal prism, the second brick body is hexagonal prism, and in the six sides of the second brick body, alternate three sides are the rectangle the same with the side shape and the size of supporter to laminate with the last supporter side of three difference respectively, above-mentioned three rectangle sides are connected to all the other three sides of the second brick body.
Through adopting above-mentioned technical scheme, the supporter that uses the hexagonal prism combines together with the second brick body of class triangular prism, and the upper surface that forms can extend in regular tiling in the plane, and every second brick body relies on three base formation to support, fixes a position through the side of three supporter again, and the position of first brick body and second brick body is more convenient for control at the laying process, and the position of the second brick body is also more stable.
The present invention in a preferred example may be further configured to: at least one end of the prefabricated member is provided with an elastic gasket.
Through adopting above-mentioned technical scheme, setting up of elastic gasket makes between two adjacent prefabs inseparabler of butt, prevents that the prefab from leaking.
In summary, the invention includes at least one of the following beneficial technical effects:
1. when an earthquake occurs or the bottom surface is stressed unevenly to cause cracks or dislocation between the two prefabricated members, the prefabricated members can be immediately restored after being temporarily displaced under the action of the fastening device and are continuously and tightly abutted for drainage, so that the disconnection or dislocation between the adjacent prefabricated members can be effectively prevented;
2. through setting up the brick and the terrace that permeates water, on the basis of guaranteeing the road surface is level for the road has better drainage, water storage performance.
Drawings
Fig. 1 is a schematic structural diagram of the whole structure of the invention.
Fig. 2 is a schematic sectional view of the plane a-a in fig. 1.
Fig. 3 is a schematic view of a preform and its connection to a fastening device.
Fig. 4 is a partially enlarged schematic view of a portion B in fig. 2.
Fig. 5 is a partial schematic view of a reinforcement cage, only one of which is shown.
Fig. 6 is a schematic view of the structure of the ejector in the fastening device.
Fig. 7 is a schematic view of a paving structure of the water permeable bricks.
In the figure, 1, a groove; 2. a prefabricated member; 21. a water inlet hole; 22. a water flow channel; 3. a reinforcement cage; 31. a main rib; 32. hooping; 4. a jack; 5. a fastening device; 51. a connecting frame; 52. a guide hole; 53. a tension spring; 54. pushing the piece; 541. a top rod; 542. pushing the plate; 543. a guide section; 544. an adjusting cylinder; 6. a metal ring; 7. water permeable bricks; 71. a first brick body; 711. a base; 712. a support body; 713. a water discharge tank; 72. a second brick body; 8. a permeable terrace; 9. an elastic pad.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings.
Referring to fig. 1 and 2, the prefabricated assembly type municipal road drainage structure disclosed by the invention comprises a groove 1, prefabricated parts 2 arranged in the groove 1, fastening devices 5 connected between the adjacent prefabricated parts 2, water permeable bricks 7 laid on the top surfaces of the prefabricated parts 2 and water permeable terraces 8 laid above the water permeable bricks 7.
Referring to fig. 3, the prefabricated members 2 are sequentially connected along the length direction of the groove 1, a water flow channel 22 is arranged inside the prefabricated members 2 along the length direction of the prefabricated members, a water inlet 21 is formed in the upper end face of each prefabricated member 2, and the fastening device 5 has a tendency of enabling two adjacent prefabricated members 2 to be close to each other. According to the invention, a prefabricated part 2 is a cylindrical concrete pipe, the cross section of the prefabricated part is rectangular, referring to fig. 4, two end parts of the prefabricated part 2 are respectively provided with an inward concave arc shape and an outward convex arc shape so as to ensure that dislocation is not easy to occur after butt joint, one end part of the prefabricated part 2 is adhered with an elastic gasket 9, a reinforcement cage 3 is poured in the prefabricated part 2, referring to fig. 5, the reinforcement cage 3 comprises a main rib 31 parallel to the length direction of the prefabricated part 2 and a stirrup 32 welded on the main rib 31, one end of the main rib 31 protrudes out of the concrete end part of the prefabricated part 2, the other end of the prefabricated part 2 is provided with an insertion hole 4 for inserting the main rib 31 on the adjacent prefabricated part 2, in order to ensure the durability of the insertion hole 4, the insertion hole 4 in the embodiment is a steel sleeve embedded in the prefabricated part 2, and the length and the inner diameter of the steel sleeve are both greater than the length and the diameter of the end of the main rib 31. In addition, the water inlet holes 21 on the upper end surface of the preform 2 are provided avoiding the main beads 31 and the stirrups 32, and the surface water flows into the water flow passage in the preform 2 from the water inlet holes 21.
The setting of steel reinforcement cage 3 makes the intensity of prefab 2 obtain further strengthening, its self can not take place the breakage or break, and life is longer, and when two prefabs 2 butt joints, the main muscle 31 of 2 tip of a prefab inserts in the jack 4 of 2 tip of another prefab, thereby has restricted the dislocation between two adjacent prefabs 2 and has removed, makes two prefabs 2 only need restrict axial displacement, and in addition, it is inseparable to connect the butt joint after between the prefab 2, and the possibility that takes place to split and misplace is lower.
Referring to fig. 3, the fastening device 5 includes two connecting frames 51 respectively fixed on two adjacent prefabricated members 2 and four tension springs 53 connected between the two connecting frames 51, the connecting frame 51 is u-shaped and tightly connected with the bottom surface and two side surfaces of the prefabricated member 2, the four tension springs 53 are respectively located at four corners of the connecting frame 51, at least two pushing members 54 are provided between the two connecting frames 51, there are two pushing members 54, when in use, the pushing members 54 are respectively installed at the middle parts of two sides of the connecting frame 51, referring to fig. 6, the pushing members 54 include two coaxially arranged push rods 541 and an adjusting cylinder 544 arranged between the two push rods 541, the push rods 541 are coaxially connected with the push plate 542, the push rods 541 are provided with external threads at one end of the push plate 542 close to the adjusting cylinder 544, the two ends of the adjusting cylinder 544 are respectively provided with internal threads, the push rods 541 are respectively screwed to two ends of the adjusting cylinder 544, the push rods 541 are provided with a guiding section 543 at one end of the push plate 542 far from the adjusting cylinder 544, the guiding segment 543 is quadrangular, the connecting frame 51 is provided with a guiding hole 52 matching with the guiding segment 543, and the section of the guiding hole 52 is a quadrangular hole larger than the guiding segment 543.
Referring to fig. 3, in order to facilitate the connection between the connection frame 51 and the prefabricated member 2, a circle of metal ring 6 is poured at the position, close to the two ends, of the prefabricated member 2, the outer wall of the metal ring 6 is exposed at one side of the outer wall of the prefabricated member 2, the connection frame 51 is welded on the metal ring 6, and the metal ring 6 is arranged to facilitate the connection between the prefabricated member 2 and the connection frame 51.
Referring to fig. 7, the water permeable brick 7 includes a first brick body 71 and a second brick body 72, the first brick body 71 includes a base 711 and a support 712 disposed on the base 711, one end of the base 711 close to the support 712 is in a shape of a truncated pyramid or a circular truncated cone, the support 712 is coaxially fixed to a smaller end of the end surface of the base 711, and the size of the smallest end surface of the base 711 is larger than that of the end surface of the support 712; the second brick bodies 72 are placed on at least three bases 711, and the plurality of second brick bodies 72 and the plurality of supporting bodies 712 are spliced to form a plane.
In the embodiment, the supporting body 712 is a regular hexagonal prism, the base 711 is a hexagonal frustum, and the hexagon on the upper end surface of the base 711 and the hexagon on the end surface of the supporting body 712 are staggered by 30 degrees, so that a larger supporting area for the second brick body 72 is ensured; the bottom edge of the base 711 is provided with a vertically-penetrated drainage groove 713, so that water on the water permeable brick 7 can flow into the prefabricated part 2 more quickly; the second brick body 72 is a hexagonal prism, and of the six side surfaces of the second brick body 72, three alternate side surfaces are rectangles having the same shape and size as the side surfaces of the support 712, and are respectively attached to three different side surfaces of the upper support 712, and the remaining three side surfaces of the second brick body 72 are connected to the three rectangular side surfaces.
Because the bases 711 are in a shape of a truncated pyramid or a circular truncated cone, a groove 1 similar to a V shape is formed between two adjacent bases 711, the drainage space is large, and the water storage function is achieved, water seeped from a gap between the supporting body 712 and the second brick body 72 flows in the groove 1 and can seep into the prefabricated part 2 below, so that the water cannot flow down, the water can be temporarily stored in the groove 1 formed by the first brick body 71, no water accumulation is generated above the road surface, in addition, the supporting area below the first brick body 71 is larger than the area above the first brick body as a whole, so that the first brick body 71 is more stable, the water permeable brick 7 keeps good pavement drainage performance, ensures the flatness and attractiveness of the upper surface, and is convenient for paving the water permeable terrace 8 above the upper part.
The construction process and the implementation principle of the invention are as follows:
when a road is built, firstly, a road body is built, then a groove 1 is dug between the edge of the road and a green belt, after the bottom of the groove 1 is tamped, a prefabricated part 2 is sequentially lifted into the groove 1, before the prefabricated part 2 falls to the ground, a fastening device 5 is installed, before the fastening device 5 is installed, an adjusting cylinder 544 is firstly rotated, two ejector rods 541 which are in threaded connection with the adjusting cylinder 544 are respectively driven to move towards two ends by the rotation of the adjusting cylinder 544, until push plates 542 on the ejector rods 541 are respectively abutted to the end surfaces of the connecting frames 51 on the sides close to each other, the adjusting cylinder 544 is continuously rotated, the two ejector rods 541 are continuously separated, so that the two connecting frames 51 are upwardly ejected towards opposite directions, the tension spring 53 is stretched until the distance between the two connecting frames 51 respectively corresponds to the distance between metal rings 6 on the prefabricated part 2; then, the fastening device 5 is sleeved on the end part of the prefabricated part 2, so that the two connecting frames 51 respectively correspond to the metal rings 6 on one of the prefabricated parts 2, the end parts of the two prefabricated parts 2 are close to each other and are abutted against each other for connection, and finally, the two connecting frames 51 are welded on the metal rings 6; then, the adjusting cylinder 544 is rotated reversely, so that the adjusting cylinder 544 drives the two push rods 541 to move towards each other until the overall length of the pushing member 54 is smaller than the length between the two connecting frames 51, and then the pushing member 54 is removed, thereby completing the installation of the preform 2 and the fastening device 5.
During the mutual approach of the preforms 2, the main ribs 31 at the end of one of the preforms 2 are inserted into the insertion holes 4 at the end of the other preform 2.
Next, the water permeable bricks 7 are laid on the top of the prefabricated member 2, and when the water permeable bricks 7 are laid, the first brick bodies 71 are first laid on the top of the prefabricated member 2 in such a manner that the lower end edges of the bases 711 are closely attached to each other, and then the second brick bodies 72 are inserted between the supporting bodies 712 of the first brick bodies 71, thereby completing the laying of the water permeable bricks 7.
And finally, paving the permeable terrace 8 above the permeable bricks 7 and compacting, wherein preferably, the colored sand-free concrete with the marking property is used as the material of the permeable terrace 8.
Above-mentioned prefabricated assembled town road drainage structure in follow-up use, extension spring 53 among fastener 5 can last to draw two prefab 2 near each other through link 51, make between its prefab 2 be in the state of tight butt all the time, when taking place earthquake or 2 bottom surfaces of prefab atress inequality lead to producing crack or dislocation between two prefab 2, prefab 2 resumes the normal position again after the short-term production displacement under extension spring 53's effect, last tight butt in order to carry out the drainage, fastener 5's setting has played the effect that effectively prevents disconnection or dislocation between the adjacent prefab 2.
When water is accumulated on the road surface, the accumulated water on the road seeps down to the water permeable bricks 7 through the water permeable terrace 8, then enters the top of the prefabricated member 2 through the gaps between the water permeable bricks 7 and the drainage grooves 713 on the water permeable bricks 7, and flows into the water flow channel in the prefabricated member 2 through the water inlet holes 21 to be drained away. Brick 7 permeates water has fixed shape, use brick 7 that permeates water to cover the back with 2 up end of prefab, can enough prevent that road surface debris from entering into in the inlet opening 21 and blocking up it, can make road surface water slowly down flow to 2 tops of prefab through brick 7 that permeates water again, and flow down from inlet opening 21 at the circulation in-process, guarantee the water permeability of inlet opening 21, and the terrace 8 that will permeate water sets up at the top of brick 7 that permeates water, not only can stably permeate water brick 7, prevent that it from rocking, and can make the ponding permeate down, and simultaneously, can also make the road surface keep level and smooth, prevent that the road surface is uneven and influence the traffic.
The embodiments of the present invention are preferred embodiments of the present invention, and the scope of the present invention is not limited by these embodiments, so: all equivalent changes made according to the structure, shape and principle of the invention are covered by the protection scope of the invention.

Claims (6)

1. The utility model provides a prefabricated assembled town road drainage structures, includes slot (1) and locates prefab (2) in slot (1), prefab (2) are along the length direction of slot (1) connects gradually, prefab (2) are inside to be equipped with rivers passageway (22) along its length direction, and prefab (2) up end is equipped with inlet opening (21), its characterized in that: a fastening device (5) is connected between the adjacent prefabricated parts (2), and the fastening device (5) comprises connecting frames (51) respectively fixed on the two adjacent prefabricated parts (2) and tension springs (53) connected between the two connecting frames (51); the upper end surface of the prefabricated part (2) is a horizontal plane, a prefabricated water permeable brick (7) is laid above the prefabricated part (2), and a water permeable terrace (8) is laid above the water permeable brick (7); the water permeable brick (7) comprises a first brick body (71) and a second brick body (72), the first brick body (71) comprises a base (711) and a support body (712) arranged on the base (711), one end, close to the support body (712), of the base (711) is in a frustum shape or a circular truncated cone shape, the support body (712) is in a prism shape, the support body (712) is coaxially fixed at the smaller end of the end face of the base (711), and the size of the smallest end face of the base (711) is larger than that of the end face of the support body (712); the second brick bodies (72) are placed on at least three bases (711), and the second brick bodies (72) and the support bodies (712) are spliced to form a plane;
two set two at least top pushing parts (54) between link (51), top pushing parts (54) include ejector pin (541) of two coaxial settings and locate two regulation section of thick bamboo (544) between ejector pin (541), be equipped with push pedal (542) on ejector pin (541), ejector pin (541) in push pedal (542) are close to regulation section of thick bamboo (544) one end and are equipped with the external screw thread, regulation section of thick bamboo (544) both ends are equipped with the internal thread respectively, ejector pin (541) threaded connection respectively in adjust on the section of thick bamboo (544), ejector pin (541) in push pedal (542) are kept away from regulation section of thick bamboo (544) one end is equipped with guide section (543), be equipped with on link (51) with guide hole (52) of guide section (543) complex.
2. The prefabricated assembled municipal road drainage structure of claim 1, wherein: the prefabricated part (2) is a cylindrical concrete block, a circle of metal ring (6) is poured at the position, close to two ends, of the prefabricated part (2), the outer wall of the metal ring (6) is exposed on one side of the outer wall of the prefabricated part (2), and the connecting frame (51) is fixed on the metal ring (6).
3. The prefabricated assembled municipal road drainage structure of claim 2, wherein: precast member (2) in-situ pouring has steel reinforcement cage (3), steel reinforcement cage (3) include with the parallel main muscle (31) of length direction of precast member (2) with weld in stirrup (32) on main muscle (31), inlet opening (21) are avoided main muscle (31) and stirrup (32) set up.
4. The prefabricated assembled municipal road drainage structure of claim 3, wherein: one end of the main rib (31) protrudes out of the concrete end part of the prefabricated part (2), the other end of the prefabricated part (2) is provided with an insertion hole (4) for inserting the main rib (31) on the adjacent prefabricated part (2), and the length and the diameter of the insertion hole (4) are both larger than those of the protruding end of the main rib (31).
5. The prefabricated assembled municipal road drainage structure of claim 1, wherein: the supporting body (712) is a regular hexagonal prism, the second brick body (72) is a hexagonal prism, in six side faces of the second brick body (72), three alternate side faces are rectangles with the same shape and size as those of the side face of the supporting body (712), the three alternate side faces are respectively attached to three different side faces of the upper supporting body (712), and the other three side faces of the second brick body (72) are connected with the three rectangular side faces.
6. The prefabricated assembled municipal road drainage structure of claim 5, wherein: at least one end of the prefabricated part (2) is provided with an elastic gasket (9).
CN202010341786.9A 2020-04-27 2020-04-27 Prefabricated assembled town road drainage structures Active CN111501473B (en)

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