Drainage structure of fertilizer groove

Abstract

The utility model relates to a drainage structure of a fertilizer groove. The drainage structure comprises a waterproof coiled material laid at the top of the fertilizer groove, the force transmission belt is formed on the top of the waterproof coiled material in a pouring mode, and the waterproof coiled material partially extends to the force transmission belt along the side portion of the force transmission belt; the drainage ditch is formed in the top of the force transmission belt, the top of the force transmission belt makes a slope towards the drainage ditch to form a water collecting slope, the structure is simple, and construction is convenient.

Description

Technical Field

[0001] The utility model relates to the technical field of fertilizer trough drainage, in particular to a fertilizer trough drainage structure. Background Art

[0002] Waterproofing is an important part of construction projects. The quality of construction is directly related to the service life of the building. Whether the waterproofing construction is standardized has an important impact on the construction of the entire building. However, the surface of the fertilizer trough is usually flat and difficult to collect water. If the accumulated water in the fertilizer trough is not treated after the basement construction, and the side wall of the fertilizer trough is directly backfilled, the water in the fertilizer trough may gather on the surface of the side wall of the basement, increasing the risk of damaging the basement structure. Utility Model Content

[0003] The purpose of the utility model is to overcome the defects of the prior art and provide a fertilizer trough drainage structure, which ensures the water accumulation capacity of the fertilizer trough by arranging a force transmission belt on the fertilizer trough and arranging a drainage ditch and a water collection slope on the force transmission belt, so as to facilitate construction workers to discharge the water in the fertilizer trough.

[0004] The technical solution to achieve the above purpose is a fertilizer trough drainage structure, comprising:

[0005] A waterproof coiled material laid on the top of the fertilizer tank;

[0006] Casting a force transmission belt formed on the top of the waterproof membrane, wherein a portion of the waterproof membrane is along the side of the force transmission belt and extends on the force transmission belt; and

[0007] A drainage ditch is formed at the top of the power transmission belt, and the top of the power transmission belt is sloped toward the drainage ditch to form a water collection slope.

[0008] Furthermore, the width of the force transmission belt is adapted to the width of the fertilizer trough.

[0009] Furthermore, a plurality of water accumulation pits are provided in the drainage ditch, and the water accumulation pits are arranged at intervals along the extension direction of the drainage ditch.

[0010] Furthermore, the bottom elevation of the water pit is lower than the bottom elevation of the drainage ditch.

[0011] Furthermore, the width of the water accumulation pit is greater than the width of the drainage ditch.

[0012] Furthermore, a bottom plate casting blocking section is formed on the side of the power transmission belt, and a basement bottom plate is cast on the side of the bottom plate casting blocking section.

[0013] Furthermore, a basement outer wall is cast on one side of the basement floor close to the force transmission belt, a waterproof layer is arranged between the basement outer wall and the basement floor, and the waterproof membrane overlaps the waterproof layer.

[0014] Furthermore, a row of cast-in-place piles is driven on one side of the force transmission belt away from the outer wall of the basement.

[0015] Furthermore, the height of the power transmission belt is matched with the height of the basement floor.

[0016] Furthermore, two side portions of the power transmission belt are formed with retaining ridges.

[0017] Compared with the prior art, the utility model has the following beneficial effects:

[0018] A force transfer belt is arranged on the fertilizer trough, and drainage ditches and water collection slopes are arranged on the force transfer belt to ensure the water accumulation capacity of the fertilizer trough, so as to facilitate construction workers to discharge the water in the fertilizer trough. Preferably, a force transfer belt can be arranged in the fertilizer trough, and the side of the force transfer belt is used as the guide wall structure of the basement floor, and the waterproof membrane and the waterproof layer between the basement floor and the basement outer wall are connected to increase the waterproof effect of the waterproof layer and the waterproof membrane. BRIEF DESCRIPTION OF THE DRAWINGS

[0019] Figure 1 The utility model is an overall structural diagram of a fertilizer trough drainage structure.

[0020] Legend: 1. Basement floor; 2. Basement exterior wall; 3. Force transfer belt; 4. Drainage ditch; 5. Cast-in-place piles. DETAILED DESCRIPTION

[0021] The utility model is further described below in conjunction with the accompanying drawings and specific embodiments.

[0022] See also Figure 1 A fertilizer trough drainage structure comprises: a waterproof membrane laid on the top of the fertilizer trough; a power transfer belt 3 cast on the top of the waterproof membrane, wherein a portion of the waterproof membrane extends along the side of the power transfer belt 3 and extends on the power transfer belt 3; and a drainage ditch 4 formed on the top of the power transfer belt 3, wherein the top of the power transfer belt 3 slopes toward the drainage ditch 4 to form a water collection slope.

[0023] In the utility model, a better implementation method is: first lay the waterproof membrane on the top of the fertilizer trough, and cast the force transfer belt 3 on the waterproof membrane, and the water collection slope and the drainage ditch 4 are formed on the force transfer belt 3. During the construction of the basement structure, water seeps during the construction process and gathers in the fertilizer trough, and gathers in the drainage ditch 4 through the water collection slope. The construction personnel can use pumping equipment to pump out the water in the fertilizer trough to avoid excessive water in the drainage ditch 4 affecting the construction. When backfilling the fertilizer trough, the water in the fertilizer trough is pumped out and backfilled.

[0024] Furthermore, the width of the force transmission belt 3 is adapted to the width of the fertilizer trough. By adapting the width of the force transmission belt 3 to the width of the fertilizer trough, the water-collecting effect of the fertilizer trough is ensured to prevent the water in the foundation pit from affecting the construction of the basement structure.

[0025] Furthermore, a plurality of water accumulation pits are provided in the drainage ditch 4, and the water accumulation pits are arranged at intervals along the extension direction of the drainage ditch 4. The water accumulation pits are used to increase the water storage capacity of the drainage ditch 4, so that the drainage ditch 4 can accommodate more water, thereby reducing the number of times that the construction personnel pump water from the drainage ditch 4 through the pumping equipment.

[0026] Furthermore, the bottom elevation of the water pit is lower than the bottom elevation of the drainage ditch 4 .

[0027] Furthermore, the width of the water collection pit is greater than the width of the drainage ditch 4. By increasing the depth and width of the water collection pit, the water storage capacity of the water collection pit is increased.

[0028] Furthermore, the side of the power transmission belt 3 is formed with a bottom plate casting blocking section, and the side of the bottom plate casting blocking section is cast to form a basement bottom plate 1. When casting the basement bottom plate 1, one side of the power transmission belt 3 can be used as a retaining wall of the basement bottom plate 1. In the traditional implementation method of first constructing the basement bottom plate 1 and then constructing the power transmission belt 3, the waterproof roll material arranged at the bottom of the power transmission belt 3 often appears wrinkled, and it is not easy to overlap with the waterproof structure of the basement. By first casting the power transmission belt 3 and then casting the basement bottom plate 1, the wrinkles of the waterproof roll material can be reduced, so as to facilitate the overlap with the waterproof structure of the basement guide wall.

[0029] Furthermore, a basement outer wall 2 is cast on one side of the basement floor 1 close to the force transmission belt 3, a waterproof layer is arranged between the basement outer wall 2 and the basement floor 1, and the waterproof membrane overlaps the waterproof layer.

[0030] Furthermore, a row of cast-in-place piles 5 is driven on one side of the force transmission belt 3 away from the basement outer wall 2 .

[0031] Furthermore, the height of the power transmission belt 3 is adapted to the height of the basement floor 1 .

[0032] Further, two side portions of the power transmission belt 3 are formed with retaining ridges to prevent the water gathered in the power transmission belt 3 from flowing out.

[0033] The following is a description of the use of the fertilizer trough drainage structure of the utility model.

[0034] First, the waterproof membrane is laid on the top of the fertilizer trough, and the force transfer belt 3 is poured on the waterproof membrane. The water collection slope and the drainage ditch 4 are formed on the force transfer belt 3. During the construction of the basement structure, water seeps during the construction process and gathers in the fertilizer trough, and then gathers in the drainage ditch 4 through the water collection slope. The construction personnel can use pumping equipment to pump out the water in the fertilizer trough to avoid excessive water in the drainage ditch 4 affecting the construction. When backfilling the fertilizer trough, the water in the fertilizer trough is pumped out and backfilled.

[0035] The utility model is described in detail above in conjunction with the embodiments of the drawings. A person skilled in the art can make various variations of the utility model according to the above description. Therefore, some details in the embodiments should not constitute a limitation of the utility model, and the scope of protection of the utility model shall be defined by the scope of the attached claims.

Claims

1. A manure trough drainage structure, characterized in that: include: A waterproof coiled material laid on the top of the fertilizer tank; Casting a force transmission belt formed on the top of the waterproof coiled material, wherein a portion of the waterproof coiled material is along the side of the force transmission belt and extends on the force transmission belt; as well as A drainage ditch is formed at the top of the power transmission belt, and the top of the power transmission belt is sloped toward the drainage ditch to form a water collection slope.

2. A manure tank drainage structure according to claim 1, characterized in that: The width of the force transmission belt is adapted to the width of the fertilizer trough.

3. A manure tank drainage structure according to claim 1, characterized in that: A plurality of water accumulation pits are provided in the drainage ditch, and the water accumulation pits are arranged at intervals along the extension direction of the drainage ditch.

4. A manure tank drainage structure according to claim 3, characterized in that: The bottom elevation of the water accumulation pit is lower than the bottom elevation of the drainage ditch.

5. A manure tank drainage structure according to claim 3, characterized in that: The width of the water accumulation pit is greater than the width of the drainage ditch.

6. A manure tank drainage structure according to claim 1, characterized in that: The side of the force transmission belt is formed with a bottom plate casting blocking section, and the side of the bottom plate casting blocking section is cast to form a basement bottom plate.

7. A manure tank drainage structure according to claim 6, characterized in that: The basement floor slab is cast on one side close to the force transmission belt to form a basement outer wall, a waterproof layer is arranged between the basement outer wall and the basement floor slab, and the waterproof membrane is overlapped with the waterproof layer.

8. A manure tank drainage structure according to claim 7, characterized in that: A row of cast-in-place piles is driven on one side of the force transmission belt away from the outer wall of the basement.

9. A manure tank drainage structure according to claim 6, characterized in that: The height of the power transmission belt is matched with the height of the basement floor.

10. A manure tank drainage structure according to claim 1, characterized in that: The two side portions of the power transmission belt are formed with retaining ridges.

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