CN210766821U - Engineering side slope seepage-proofing structural style - Google Patents
Engineering side slope seepage-proofing structural style Download PDFInfo
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- CN210766821U CN210766821U CN201921745072.3U CN201921745072U CN210766821U CN 210766821 U CN210766821 U CN 210766821U CN 201921745072 U CN201921745072 U CN 201921745072U CN 210766821 U CN210766821 U CN 210766821U
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Abstract
The utility model discloses an engineering side slope prevention of seepage water pattern of structure, include: engineering side slope body, pour support frame and concrete waterproof layer, pre-buried being fixed with on the slope side of engineering side slope body pours the support frame, it includes netted pouring frame and direction support frame to pour the support frame, and the direction support frame supplies to be equipped with a plurality ofly. The utility model discloses in, through pre-buried being provided with on engineering side slope body and pouring the support frame, the construction support frame is fixed on engineering side slope body through direction support frame and support frame stock, then pour the concrete waterproof layer and set up on the netted frame of pouring on the support frame, make the concrete waterproof layer not directly pour on engineering side slope body, the influence that can not lead to the fact the fracture to collapse when engineering side slope body local emergence is out of shape or water and soil loss, thereby protect the concrete waterproof layer, improve the effect of its prevention of seepage water.
Description
Technical Field
The utility model relates to an industry cutting technical field especially relates to an engineering side slope prevention of seepage water pattern of structure.
Background
Engineering side slope refers to for guaranteeing the subgrade stability, the domatic that has the certain slope of making in the subgrade both sides, the side slope prevention of seepage water is because the infiltration causes adverse effect to the side slope stability, can reduce side slope ground body strength, and raise the ground water level, the rising of ground water level, the water load will increase, obviously be unfavorable to the stability of side slope, side slope unstability leads to the landslide easily, the concrete waterproof layer of the engineering side slope prevention of seepage water structure that uses at present mostly is the surface of pouring at the side slope directly, appear that local deformation or soil erosion and water loss when the side slope all can lead to the concrete waterproof layer to warp the fracture, thereby influence the effect of side slope prevention of seepage water, lead to the side slope to take place the lands.
SUMMERY OF THE UTILITY MODEL
The utility model aims at solving the defects existing in the prior art and providing an engineering side slope seepage-proofing structure type.
In order to achieve the above purpose, the utility model adopts the following technical scheme: an engineering side slope seepage prevention structural style comprises: the construction method comprises the following steps of (1) constructing an engineering side slope body, a pouring support frame and a concrete waterproof layer;
a pouring support frame is fixedly embedded on the inclined side face of the engineering side slope body;
the pouring support frame comprises a net-shaped pouring frame and a plurality of guide support frames, wherein the plurality of guide support frames are horizontally connected to the bottom of the net-shaped pouring frame at equal intervals through a connecting frame;
and the concrete waterproof layer is poured on the net-shaped pouring frame.
As a further description of the above technical solution:
a plurality of the bottom of the guide support frame is also welded with a support frame anchor rod in an equidistant and vertical manner.
As a further description of the above technical solution:
the outside symmetrical tilting welding of support frame stock has the fixed side lever that is used for the supplementary fixed use of support frame stock.
As a further description of the above technical solution:
the concrete waterproof layer is characterized in that convergence drainage grooves are horizontally formed in the surface of the concrete waterproof layer at equal intervals, and V-shaped flow guide convex strips are arranged between any two adjacent convergence drainage grooves on the surface of the concrete waterproof layer.
As a further description of the above technical solution:
the device also comprises a water retaining dam;
the water blocking dam is arranged at the top of the engineering side slope body, and a drainage channel is formed in the inner side of the water blocking dam.
As a further description of the above technical solution:
the drainage channel is located engineering side slope body inclined plane one side equidistance and has seted up circular through-hole, and circular through-hole runs through in retaining dam, still be connected with the water conservancy diversion hose on the circular through-hole, and circular through-hole is located the inboard open position department of drainage channel and is equipped with the protection filter screen.
Advantageous effects
The utility model provides an engineering side slope prevention of seepage water structural style. The method has the following beneficial effects:
(1): this engineering side slope prevention of seepage water structural style is through pre-buried being provided with on engineering side slope body and pours the support frame, the construction support frame is fixed on engineering side slope body through direction support frame and support frame stock, then pour the concrete waterproof layer and set up on the netted frame of pouring on the support frame, make the concrete waterproof layer not directly pour on engineering side slope body, when engineering side slope body local emergence warp or the soil erosion and water loss can not lead to the fact the influence that the fracture collapsed to the concrete waterproof layer, thereby protect the concrete waterproof layer, improve its prevention of seepage water's effect.
(2): this engineering side slope prevention of seepage water structural style is through being equipped with the retaining dam on engineering side slope body, and the equidistance is connected with the water conservancy diversion hose on the drainage channel on the retaining dam and can collect the rainwater through the drainage channel then carry out the water conservancy diversion through the water conservancy diversion hose, waters for the decoration potted landscape on the engineering side slope body for this engineering side slope prevention of seepage water structural style has the supplementary measure to the watering of side slope potted landscape, more convenient when watering.
Drawings
Fig. 1 is a schematic view of an overall structure of an engineering slope seepage-proofing structure type provided by the utility model;
fig. 2 is a schematic structural view of the pouring support frame of the present invention;
FIG. 3 is a schematic structural view of a concrete waterproof layer according to the present invention;
fig. 4 is a schematic structural view of a middle retaining dam according to the present invention.
Illustration of the drawings:
1. an engineering side slope body; 2. pouring a support frame; 21. a net-shaped pouring frame; 22. a connecting frame; 23. a guide support frame; 24. a support frame anchor rod; 25. fixing a side lever; 3. a concrete waterproof layer; 31. a confluence drainage channel; 32. v-shaped flow guide convex strips; 4. a water retaining dam; 41. a drainage channel; 42. a circular through hole; 43. a diversion hose.
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.
As shown in fig. 1-3, an engineering slope seepage-proofing structure comprises: the construction method comprises the following steps of (1) constructing an engineering side slope body, a pouring support frame 2 and a concrete waterproof layer 3;
a pouring support frame 2 is pre-buried and fixed on the inclined side surface of the engineering side slope body 1;
the casting support frame 2 comprises a reticular casting frame 21 and a plurality of guide support frames 23, wherein the plurality of guide support frames 23 are arranged, and the plurality of guide support frames 23 are connected to the bottom of the reticular casting frame 21 in a horizontal mode at equal intervals through a connecting frame 22;
the concrete waterproof layer 3 is cast on the net casting frame 21.
Support frame anchor rods 24 are also vertically welded to the bottoms of the plurality of guide support frames 23 at equal intervals.
The outside symmetrical tilting welding of support frame stock 24 has the fixed side lever 25 that is used for the supplementary fixed use of support frame stock 24, and fixed side lever 25 can improve the fixed stability of support frame stock 24.
V type water conservancy diversion sand grip 32 can carry out the water conservancy diversion to converging in the water drainage tank 31 to the rainwater on concrete waterproof layer 3, then carries out the drainage through converging water drainage tank 31 to the rainwater, improves concrete waterproof layer 3's drainage effect.
The working principle is as follows: when the engineering side slope seepage-proofing structure is constructed, firstly, the pouring support frame 2 is pre-buried on the engineering side slope body 1, the net-shaped pouring frame 21 on the pouring support frame 2 is fixed on the surface of the engineering side slope body 1 through the guide support frame 23 and the support frame anchor rod 24 on the pouring support frame 2, then the concrete waterproof layer 3 is poured on the net-shaped pouring frame 21, when the engineering side slope seepage-proofing structure is used, the concrete waterproof layer 3 can prevent seepage and guide flow of mechanical energy of the engineering side slope body 1, meanwhile, the concrete waterproof layer 3 is poured on the net-shaped pouring frame 21 on the pouring support frame 2, when the engineering side slope body 1 is locally deformed or water loss does not cause collapse and crack on the concrete waterproof layer 3, the concrete waterproof layer 3 is protected, and the seepage-proofing effect of the concrete waterproof layer is improved.
A water retaining dam 4 is also included;
the water retaining dam 4 is arranged at the top of the engineering side slope body 1, and a drainage channel 41 is arranged on the inner side of the water retaining dam 4.
Circular through-holes 42 have been seted up to the drainage canal 41 on one side of engineering side slope body 1 inclined plane equidistance, and circular through-hole 42 runs through in retaining dam 4, still is connected with water conservancy diversion hose 43 on the circular through-hole 42, and the opening position department that circular through-hole 42 is located drainage canal 41 inboard is equipped with the protection filter screen.
The water retaining dam 4 can prevent rainwater from permeating from the top of the engineering side slope body 1, the drainage channel 41 on the water retaining dam 4 is equidistantly connected with the diversion hose 43, rainwater can be collected through the drainage channel 41 and then guided through the diversion hose 43 to water the ornamental bonsai on the engineering side slope body 1, and therefore the engineering side slope seepage-proofing structural type has measures for assisting in watering the engineering side slope bonsai.
In the description herein, references to the description of "one embodiment," "an example," "a specific example," etc., mean that a particular feature, structure, material, or characteristic described in connection with the embodiment or example is included in at least one embodiment or example of the invention. In this specification, the schematic representations of the terms used above do not necessarily refer to the same embodiment or example. Furthermore, the particular features, structures, materials, or characteristics described may be combined in any suitable manner in any one or more embodiments or examples.
The 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 utility model, the concept of which is equivalent to replace or change, should be covered within the protection scope of the present invention.
Claims (6)
1. The utility model provides an engineering side slope prevention of seepage water structural style which characterized in that includes: the construction slope comprises an engineering slope body (1), a pouring support frame (2) and a concrete waterproof layer (3);
a pouring support frame (2) is pre-buried and fixed on the inclined side face of the engineering side slope body (1);
the pouring support frame (2) comprises a plurality of net-shaped pouring frames (21) and a plurality of guide support frames (23), wherein the guide support frames (23) are connected to the bottom of the net-shaped pouring frames (21) at equal intervals through connecting frames (22);
the concrete waterproof layer (3) is poured on the net-shaped pouring frame (21).
2. The engineering side slope seepage prevention structural style is characterized in that support frame anchor rods (24) are further welded to the bottoms of the plurality of guide support frames (23) in an equidistant and vertical mode.
3. The engineering slope seepage-proofing structure type according to claim 2, wherein a fixing side rod (25) for assisting in fixing the support frame anchor rod (24) is welded on the outer side of the support frame anchor rod (24) in a symmetrical and inclined mode.
4. The seepage-proofing structure type of an engineering side slope according to claim 1, wherein convergence drainage grooves (31) are horizontally formed in the surface of the concrete waterproof layer (3) at equal intervals, and V-shaped flow guide convex strips (32) are arranged between any two adjacent convergence drainage grooves (31) on the surface of the concrete waterproof layer (3).
5. An engineering slope seepage prevention structural style according to claim 1, characterized by further comprising a retaining dam (4);
the water blocking dam (4) is arranged at the top of the engineering side slope body (1), and a drainage channel (41) is formed in the inner side of the water blocking dam (4).
6. The engineering side slope seepage-proofing structure according to claim 5, wherein the drainage channel (41) is provided with circular through holes (42) at equal intervals on one side of the inclined surface of the engineering side slope body (1), the circular through holes (42) penetrate through the retaining dam (4), the circular through holes (42) are further connected with a diversion hose (43), and a protective filter screen is arranged at an opening position of the circular through holes (42) on the inner side of the drainage channel (41).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921745072.3U CN210766821U (en) | 2019-10-17 | 2019-10-17 | Engineering side slope seepage-proofing structural style |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201921745072.3U CN210766821U (en) | 2019-10-17 | 2019-10-17 | Engineering side slope seepage-proofing structural style |
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| CN210766821U true CN210766821U (en) | 2020-06-16 |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112695777A (en) * | 2020-12-29 | 2021-04-23 | 河南中天交通设施研发有限公司 | Highway side slope protection system |
| CN113322985A (en) * | 2021-06-08 | 2021-08-31 | 北京交通大学 | Grouting method for slope support and reinforcement method for slope drainage ditch |
-
2019
- 2019-10-17 CN CN201921745072.3U patent/CN210766821U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN112695777A (en) * | 2020-12-29 | 2021-04-23 | 河南中天交通设施研发有限公司 | Highway side slope protection system |
| CN113322985A (en) * | 2021-06-08 | 2021-08-31 | 北京交通大学 | Grouting method for slope support and reinforcement method for slope drainage ditch |
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