Outdoor apron anti-sedimentation structure

Abstract

The utility model discloses an outdoor aproll anti-sedimentation structure, which relates to the technical field of building construction, and comprises a construction wall body, and through the arrangement of insertion holes and longitudinal steel bars, when aproll construction is carried out at the joint part of the building wall body, in order to improve the quality of the aproll construction at the edge of the building wall body, the construction process is simple; in order to reduce the condition that the surface is aged and cracked after apron construction, a linear insertion hole can be formed in the surface of a wall body, longitudinal steel bars are inserted into the insertion hole, meanwhile, transverse steel bars are bundled with the longitudinal steel bars through iron wires, so that a grid shape is formed between the longitudinal steel bars, PVC pipes are placed on the surfaces of the grid-shaped steel bars, and the longitudinal steel bars and the transverse steel bars are bundled through the PVC pipes. And all-directional pouring is conducted through concrete, after initial setting of the concrete, the PVC pipe is taken away, a drainage ditch is formed in the surface of the concrete, the drainage ditch is connected with an outdoor rainwater well, the effect of fully draining rainwater of the eave is achieved, and the effect of improving the water dispersing construction quality of the edge of the wall is achieved.

Description

Technical Field

[0001] The utility model relates to the technical field of building construction, in particular to an outdoor water dispersion anti-settling structure. Background Art

[0002] In building structures, usually splashbacks and drainage ditches are built around the building. Splashbacks are to protect the wall foundation from rain erosion. The ground around the outer wall is often made into an outward slope so that rainwater from the roof can be drained to a distant place. This is one of the effective measures to protect the foundation of the house. The drainage ditch is mainly to solve the problem of quickly draining the accumulated water around the building, thereby avoiding the problem of accumulated water backflowing into the indoor structure of the building.

[0003] However, when the existing outdoor scattered water anti-subsidence structure is used, the construction quality of the caulking paste at the break between the scattered water and the main body is poor, and it will age and crack soon after completion; the separation joint of the scattered water itself is not set in the right position, and the density of the backfill soil under the scattered water does not meet the standard, causing the scattered water to break. The construction method of the open ditch adopts brickwork, stonework and other methods, which is cumbersome.

[0004] Therefore, in view of this, the existing structural deficiencies are studied and improved, and an outdoor scattered water anti-settling structure is proposed. Utility Model Content

[0005] The utility model aims to provide an outdoor water dispersion anti-settling structure to solve the problems of low water dispersion construction efficiency and low quality of water dispersion engineering after long-term use proposed in the above-mentioned background technology.

[0006] To achieve the above-mentioned purpose, the utility model provides the following technical solutions: an outdoor scattered water anti-settling structure, comprising a construction wall, a surface of the construction wall is provided with a finishing layer, a surface of the finishing layer is bonded with a waterproof layer located inside the construction wall, a surface of the waterproof layer is bonded with a thermal insulation layer, a side wall of the construction wall is provided with a plug hole, a side wall of the construction wall is bonded with a backfill soil surface, a longitudinal steel bar is inserted into the inner wall of the plug hole, a transverse steel bar is tied to the outer wall of the longitudinal steel bar, a baffle bonded with the end of the longitudinal steel bar is vertically placed on the surface of the backfill soil, a PVC pipe is placed on the surface of the transverse steel bar, a concrete surface is cast on the surface of the backfill soil, a drainage ditch is provided on the surface of the concrete surface, and an outdoor rainwater well connected to the drainage ditch is provided on the surface of the backfill soil.

[0007] Furthermore, the outer wall contour of the connection part between the longitudinal steel bars and the transverse steel bars is in a grid shape.

[0008] Furthermore, the socket is opened in the shape of a straight line on the surface of the construction wall.

[0009] Furthermore, the inner wall contour of the drainage ditch is adapted to match the outer wall contour of the PVC pipe.

[0010] Furthermore, the concrete surface is inclined, the high part of the concrete surface is located at the construction wall, and the low part of the concrete surface is located at the baffle.

[0011] Compared with the prior art, the beneficial effects of the utility model are:

[0012] The utility model provides a plug hole and a longitudinal steel bar. When the water dispersion construction is carried out at the joint part of the building wall, in order to improve the quality of the water dispersion construction at the edge of the building wall and reduce the aging and cracking of the surface after the water dispersion construction, when the water dispersion construction is carried out at the edge of the building wall, a plug hole in the shape of "I" can be firstly opened on the wall surface, and the longitudinal steel bar is inserted into the plug hole. At the same time, the transverse steel bar is bundled with the longitudinal steel bar by iron wire, so that the longitudinal steel bar and the transverse steel bar are in a grid shape, and PVC pipes are placed on the surface of the steel bar in the grid shape, and concrete is poured in all directions. After the concrete is initially set, the PVC pipes are taken away, so that a drainage ditch is formed on the concrete surface, and the water on the subsequent eaves is effectively discharged. The drainage ditch is connected to the outdoor rainwater well, so that the rainwater on the eaves is fully discharged, and the effect of improving the quality of the water dispersion construction at the edge of the wall is achieved. BRIEF DESCRIPTION OF THE DRAWINGS

[0013] Figure 1 This is a schematic diagram of the initial structure of the backfill soil surface;

[0014] Figure 2 This is a schematic diagram of the laying structure of transverse and longitudinal steel bars;

[0015] Figure 3 It is a structural schematic diagram of the concrete surface pouring state;

[0016] Figure 4 This is a schematic diagram of the structure of the PVC pipe in the picking state.

[0017] In the figure: 1. Construction wall; 101. Finishing layer; 102. Waterproof layer; 103. Insulation layer; 2. Socket; 3. Backfill surface; 4. Longitudinal steel bars; 5. Horizontal steel bars; 6. Baffle; 7. PVC pipe; 8. Concrete surface; 9. Drainage ditch; 10. Outdoor rainwater well. DETAILED DESCRIPTION

[0018] The following will be combined with the drawings in the embodiments of the utility model to clearly and completely describe the technical solutions in the embodiments of the utility model. Obviously, the described embodiments are only part of the embodiments of the utility model, not all of the embodiments. Based on the embodiments in the utility model, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the utility model.

[0019] Example: Figure 1-Figure 4 As shown, an outdoor scattered water anti-sedimentation structure includes a construction wall 1, a surface of the construction wall 1 is provided with a finishing layer 101, a surface of the finishing layer 101 is bonded with a waterproof layer 102 located inside the construction wall 1, a surface of the waterproof layer 102 is bonded with an insulation layer 103, a side wall of the construction wall 1 is provided with a socket 2, a side wall of the construction wall 1 is bonded with a backfill surface 3, a longitudinal steel bar 4 is inserted into the inner wall of the socket 2, a transverse steel bar 5 is tied to the outer wall of the longitudinal steel bar 4, a baffle 6 that is bonded to the end of the longitudinal steel bar 4 is vertically placed on the surface of the backfill surface 3, a PVC pipe 7 is placed on the surface of the transverse steel bar 5, a concrete surface 8 is cast on the surface of the backfill surface 3, a drainage ditch 9 is provided on the surface of the concrete surface 8, and an outdoor rainwater well 10 connected to the drainage ditch 9 is provided on the surface of the backfill surface 3.

[0020] Furthermore, the outer wall contour of the connection part of the longitudinal steel bars 4 and the transverse steel bars 5 is in a grid shape, which is beneficial to improve the stability of long-term use after the scattered water pouring.

[0021] Furthermore, the sockets 2 are arranged in a straight line on the surface of the construction wall 1, which is beneficial for laying the steel bars in a grid shape.

[0022] Furthermore, the inner wall contour of the drainage ditch 9 is adapted to the outer wall contour of the PVC pipe 7, which is beneficial for the PVC pipe 7 to preform the drainage ditch 9.

[0023] Furthermore, the concrete surface 8 is inclined, with the highest point of the concrete surface 8 located at the construction wall 1 and the lowest point of the concrete surface 8 located at the baffle 6, which is beneficial for facilitating the flow of rainwater through the inclined setting of the concrete surface 8.

[0024] Working principle: When using this kind of outdoor scattered water anti-settling structure, when scattered water construction is carried out at the joint part of the building wall, in order to improve the quality of scattered water construction at the edge of the building wall and reduce the aging and cracking of the surface after scattered water construction, when scattered water construction is carried out on the edge of the building wall, a "one"-shaped socket 2 can be first opened on the wall surface, and the longitudinal steel bar 4 is inserted into the socket 2. At the same time, the transverse steel bar 5 is bundled with the longitudinal steel bar 4 through iron wire, so that the longitudinal steel bar 4 and the transverse steel bar 5 are in a grid shape, and PVC pipes 7 are placed on the grid-shaped steel bar surface, and concrete is poured in all directions. After the concrete is initially set, the PVC pipe 7 is removed, so that a drainage ditch 9 is formed on the concrete surface 8, and the water on the subsequent eaves is effectively discharged, and the drainage ditch 9 is connected to the outdoor rainwater well 10, so as to achieve the effect of fully discharging rainwater from the eaves, thereby improving the quality of scattered water construction at the edge of the wall.

[0025] This is the working principle of this outdoor scattered water anti-sedimentation structure.

[0026] The embodiments of the present invention are provided for the purpose of illustration and description, and are not intended to be exhaustive or to limit the present invention to the disclosed forms. Many modifications and variations will be apparent to those of ordinary skill in the art. The embodiments are selected and described to better illustrate the principles and practical applications of the present invention, and to enable those of ordinary skill in the art to understand the present invention and thereby design various embodiments with various modifications suitable for specific uses.

Claims

1. An outdoor water dispersion and anti-settling structure, comprising a construction wall (1), characterized in that: The surface of the construction wall (1) is provided with a finishing layer (101), the surface of the finishing layer (101) is bonded with a waterproof layer (102) located inside the construction wall (1), the surface of the waterproof layer (102) is bonded with a thermal insulation layer (103), a plug hole (2) is provided on the side wall of the construction wall (1), the side wall of the construction wall (1) is bonded with a backfill soil surface (3), the inner wall of the plug hole (2) is plugged with a longitudinal steel bar (4), and the longitudinal steel bar (4) The outer wall of the backfill soil surface (3) is tied with transverse steel bars (5), a baffle (6) is vertically placed on the surface of the backfill soil surface (3) and is in contact with the end of the longitudinal steel bars (4), a PVC pipe (7) is placed on the surface of the transverse steel bars (5), a concrete surface (8) is cast on the surface of the backfill soil surface (3), a drainage ditch (9) is opened on the surface of the concrete surface (8), and an outdoor rainwater well (10) connected to the drainage ditch (9) is arranged on the surface of the backfill soil surface (3).

2. The outdoor water dispersion anti-settling structure according to claim 1, characterized in that: The outer wall contour of the connection portion between the longitudinal steel bars (4) and the transverse steel bars (5) is in a grid shape.

3. The outdoor water dispersion anti-settling structure according to claim 1, characterized in that: The socket (2) is arranged in a straight line shape on the surface of the construction wall (1).

4. The outdoor water dispersion anti-settling structure according to claim 1, characterized in that: The inner wall profile of the drainage ditch (9) is adapted to the outer wall profile of the PVC pipe (7).

5. The outdoor water dispersion anti-settling structure according to claim 1, characterized in that: The concrete surface (8) is inclined, the highest point of the concrete surface (8) is located at the construction wall (1), and the lowest point of the concrete surface (8) is located at the baffle (6).

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