CN211547980U - Linear slit type drainage system - Google Patents

Abstract

The utility model relates to a municipal drainage technical field just discloses linear slot formula drainage system, including the drainage section, the one end of drainage section is connected with the delivery port, and the delivery port is municipal water sampling system or nature irrigation canals and ditches, and the drainage section includes the drainage ditch body, inspection shaft and turn section, and the inspection shaft is all installed to every one end distance between the drainage ditch body, connects through the turn section between the drainage ditch body of equidirectional. The utility model discloses an increase one galvanized steel safe edge at the cell body top, effectively guarantee linear slot formula drainage system's slot work progress product integrality, and improve whole bearing capacity's requirement and have radian and turning to drainage system, the concrete device of two kinds of return bend processing and segmentation cutting has been improved greatly, the suitability that has improved linear slot formula drainage system is just through between two adjacent slots, two cut between the body, adjacent cut all adopt pitch silica gel to seal between body and the slot, greatly increased install holistic waterproof nature.

Description

Linear slit type drainage system

Technical Field

The utility model relates to a municipal drainage technical field especially relates to linear slot formula drainage system.

Background

With the development of social and economic career of China, the urbanization process of China is faster and faster, and after eighteen three kingdoms propose 'building novel urbanization', aiming at the problems commonly existing in cities of China, such as water resource shortage, water quality deterioration, frequent urban flood disasters and the like, countries and governments creatively propose 'sponge cities', the sponge cities gradually become a comprehensive idea for solving the problems of urban water and ecology, the sponge cities are built, the geographical environment of the cities is fully utilized, and the water resources in the four fields of water absorption, water storage, water seepage and water purification can be perfectly integrated when the cities face rainwater. The drainage system built by the traditional drainage ditch construction technology in China has the problems that the cement drainage ditch is poor in load capacity, the interior of a ditch body is rough and garbage is easy to accumulate, so that drainage is not smooth, in the construction aspect, the field building procedures are more, more manpower and material resources are consumed, the use is unsafe, the displacement and collapse are easy to cause the unsafe problem of a road surface, the gap type linear drainage ditch accords with the reconstruction and the construction of a national sponge city, the runoff can be effectively controlled, the use comfort of a user is improved, and property loss caused by poor drainage is reduced.

However, the existing slit-type linear drainage ditch has insufficient protection for the ditch cover, is easy to wear, and has no corresponding treatment for radian and turning.

SUMMERY OF THE UTILITY MODEL

The purpose of the utility model is to solve the shortcoming that exists among the prior art, if: the existing gap type linear drainage ditch has insufficient protection on a ditch cover, is easy to wear and has no corresponding treatment on radians and bends.

In order to achieve the above purpose, the utility model adopts the following technical scheme:

linear slot formula drainage system, including the drainage section, the one end of drainage section is connected with the delivery port, the delivery port is municipal water sampling system or nature irrigation canals and ditches, the drainage section includes the drainage ditch body, inspection shaft and turn section, all install the inspection shaft every one end distance between the drainage ditch body, connect through the turn section between the drainage ditch body of equidirectional, the drainage ditch body includes concrete layer and slot, concrete layer sets up in the recess of digging on ground and establishing, and the slot is fixed inside concrete layer, the slot includes the capping, safe edge and cell body, the U-shaped groove has been seted up to the top surface of cell body inside, and the top of cell body both arms is fixed with the safe edge, the upper end of cell body is fixed with the capping, the capping closely laminates with the outside of safe edge.

Preferably, the concrete layer is formed by multiple pourings.

Preferably, the protective edge is made of galvanized copper.

Preferably, the turning section is an elbow, the elbow is arc-shaped, and two ends of the elbow are respectively fixedly connected with the two grooves.

Preferably, the turning section is formed by fixedly connecting a plurality of cutting bodies, and the cutting bodies are formed by cutting off two ends of the groove at an oblique angle.

Preferably, the gap between two adjacent grooves is sealed by asphalt silica gel.

Preferably, asphalt silica gel is adopted for sealing between two adjacent cutting bodies and between the adjacent cutting bodies and the groove.

Preferably, the water outlet is a municipal water production system or a natural ditch.

Compared with the prior art, the beneficial effects of the utility model are that:

(1) the utility model discloses an increase one galvanized steel safe edge at the cell body top, effectively guarantee linear slot formula drainage system's slot work progress product integrality to and improve whole bearing capacity's requirement.

(2) The utility model discloses a there are radian and turning to drainage system, this technique has provided the concrete device of two kinds of return bend processing and segmentation cutting, has improved linear slot formula drainage system's suitability greatly.

(3) The utility model discloses a between two adjacent slots, two cut between the body, adjacent cut all adopt pitch silica gel to seal between body and the slot, greatly increased install holistic waterproof nature.

Drawings

FIG. 1 is a schematic view of the overall structure of the present invention;

FIG. 2 is a schematic view of the structure of a gutter body according to the present invention;

FIG. 3 is a schematic structural view of the groove of the present invention;

FIG. 4 is a sectional view of the groove of the present invention;

FIG. 5 is a schematic view of the elbow of the present invention;

FIG. 6 is a structural diagram of the cutting body of the present invention; .

In the figure: 1. a drainage section; 11. a gutter body; 110. a concrete layer; 111. a trench; 1111. a slot cover; 1112. protecting edges; 1113. a trough body; 12. an inspection well; 13. a turning section; 131. bending the pipe; 132. cutting the body; 2. and (7) a water outlet.

Detailed Description

The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments.

Referring to fig. 1-6, a linear slit type drainage system comprises a drainage section 1, one end of the drainage section 1 is connected with a water outlet 2, the water outlet 2 is a municipal water production system or a natural ditch, the drainage section 1 comprises drainage ditch bodies 11, inspection wells 12 and turning sections 13, the inspection wells 12 are arranged between the drainage ditch bodies 11 at intervals, the drainage ditch bodies 11 in different directions are connected through the turning sections 13, the turning sections 13 are processed in two ways, the first way is a bent pipe processing method, namely the turning section 13 is a bent pipe 131, and the bent pipe 131 is arc-shaped and two ends of the bent pipe 131 are respectively fixedly connected with two grooves 111; the second method is a step-by-step cutting method, in which the turning section 13 is formed by fixedly connecting a plurality of cutting bodies 132, and the cutting bodies 132 are formed by cutting off two ends of the groove 111 at an oblique angle.

Asphalt silica gel is adopted for sealing between two adjacent grooves 111, between two adjacent cutting bodies 132 and between the adjacent cutting bodies 132 and the grooves 111, so that the sealing performance is ensured.

The drainage ditch body 11 comprises a concrete layer 110 and a groove 111, the concrete layer 110 is arranged in a groove dug on the ground, in the concrete pouring process, vibration can be carried out in order to ensure the concrete compactness, the amplitude of the general vibration equipment is limited, the working range of the vibrator is exceeded, the depth of the drainage ditch is large, hollowing is easy to generate, if one-time pouring is too thick, air in the concrete is difficult to discharge in the vibration, the vibration time is too long, the concrete is separated, namely mud and stones are separated, the strength of the concrete is influenced, so when the concrete layer 110 is poured in order to effectively ensure the bearing capacity of the drainage system, the concrete layer 110 is formed by pouring for multiple times, and the quality of the drainage ditch is ensured;

and inside the concrete layer 110 was fixed to slot 111, slot 111 included capping 1111, safe edge 1112 and cell body 1113, and the inside U-shaped groove of having seted up of top surface of cell body 1113, and the top of two arms of cell body 1113 is fixed with the safe edge 1112 of galvanized copper material, both can guarantee the integrality of product in the work progress and can improve the bearing capacity of product, and the upper end of cell body 1113 is fixed with capping 1111, and capping 1111 closely laminates with the outside of safe edge 1112.

The working principle is as follows:

the utility model discloses in, ground digs the recess of establishing, then pour at recess internal fixation concrete layer 110 through a lot of, then at the inside fixed cell body 1113 of concrete layer 110, then lay inspection shaft 12 according to the ox rivers direction, and be connected with delivery port 2, then it is excessive to install return bend 131 or cut the body 132 and carry out the bend between the drainage ditch body 11 of equidirectional, then between each two adjacent slot 111, two cut between the body 132, it is sealed that adjacent cut all adopt pitch silica gel between body 132 and the slot 111, then use installation fixed slot cover 1111, examine after the completion and accept.

Above, only be the concrete implementation of the preferred embodiment of the present invention, but the protection scope of the present invention is not limited thereto, and any person skilled in the art is in the technical scope of the present invention, according to the technical solution of the present invention and the design of the present invention, equivalent replacement or change should be covered within the protection scope of the present invention.

It is noted that, herein, relational terms such as first and second, and the like may be used solely to distinguish one entity or action from another entity or action without necessarily requiring or implying any actual such relationship or order between such entities or actions. Also, the terms "comprises," "comprising," or any other variation thereof, are intended to cover a non-exclusive inclusion, such that a process, method, article, or apparatus that comprises a list of elements does not include only those elements but may include other elements not expressly listed or inherent to such process, method, article, or apparatus.

Claims (8)

1. Linear gap type drainage system, including drainage section (1), characterized in that, the one end of drainage section (1) is connected with delivery port (2), drainage section (1) includes the drainage ditch body (11), inspection shaft (12) and turn section (13), every other one end distance all installs inspection shaft (12) between the drainage ditch body (11), connect through turn section (13) between the drainage ditch body (11) of equidirectional, drainage ditch body (11) include concrete layer (110) and slot (111), concrete layer (110) set up in the recess that the ground was dug, and slot (111) are fixed inside concrete layer (110), slot (111) include capping (1111), safe edge (1112) and cell body (1113), the inside U-shaped groove that has seted up of top surface of cell body (1113), and the top of cell body (1113) both arms is fixed with safe edge (1112), the upper end of cell body (1113) is fixed with capping (1111), the groove cover (1111) is tightly attached to the outer side of the protective edge (1112).

2. The linear slotted drainage system according to claim 1, wherein the concrete layer (110) is formed by multiple casting.

3. The linear slotted drainage system of claim 1, wherein the bead (1112) is galvanized copper.

4. A linear slotted drainage system according to claim 1, wherein the turning section (13) is a bent pipe (131), and the bent pipe (131) is arc-shaped and has two ends fixedly connected to the two grooves (111).

5. The linear slot drain system of claim 1, wherein the turn section (13) is formed by fixedly connecting a plurality of cut-out bodies (132), and the cut-out bodies (132) are formed by cutting out both ends of the groove (111) at an oblique angle.

6. The linear slotted drainage system according to any of claims 1 to 5, wherein the gap between two adjacent channels (111) is sealed with asphalt silica gel.

7. The linear slot type drainage system according to claim 5, wherein the adjacent two cut bodies (132) and the adjacent cut bodies (132) and the groove (111) are sealed by asphalt silica gel.

8. The linear slot drainage system according to claim 1, wherein the water outlet (2) is a municipal water production system or a natural canal.

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