CN211849277U - Hydraulic engineering side slope reinforcement system - Google Patents
Hydraulic engineering side slope reinforcement system Download PDFInfo
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- CN211849277U CN211849277U CN202020178399.3U CN202020178399U CN211849277U CN 211849277 U CN211849277 U CN 211849277U CN 202020178399 U CN202020178399 U CN 202020178399U CN 211849277 U CN211849277 U CN 211849277U
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- slope
- slope protection
- protection brick
- vertical
- grouting
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Abstract
The utility model discloses a hydraulic engineering side slope reinforcement system, wherein vertical grouting holes are uniformly arranged on a slope surface, and the vertical slope surface extends towards the interior of the slope; the grouting pipe is arranged in the vertical grouting hole, the outer end of the grouting pipe extends out, and the inner end of the grouting pipe is provided with a grout outlet; slope protection brick is established on domatic, and adjacent slope protection brick is fixed to form wholly, and the slope protection brick back is equipped with the recess, and slip casting pipe outer end stretches into in the recess fixed with the slope protection brick. The slope surface of the utility model is provided with slope protection bricks, thus effectively improving the strength of the slope surface; a vertical grouting hole is formed in the slope, grouting is performed to the inside of the vertical grouting hole through a grouting pipe, grout is injected from the bottom and spreads outwards to form a reinforcing column, and the grout is diffused into the surrounding soil body to improve the strength of the slope body; the slip casting pipe outer end inserts slope protection brick bottom surface recess internal fixation, and the slope protection brick is sealed with the slip casting pipe on the one hand, avoids the thick liquid to ooze, and the enhancement post in the slope is fixed with domatic brick layer and is formed a whole frame construction, further consolidates the bank protection.
Description
Technical Field
The utility model relates to a hydraulic engineering technical field, concretely relates to hydraulic engineering side slope reinforcement system.
Background
In the construction process of hydraulic engineering, the slope is required to be reinforced to ensure long-term safety when the slope is often weak or slides and the like. At present, common methods for reinforcing the side slope soil body include an anchoring method, a rubble stacking method and the like. However, the anchoring method has the disadvantages of high construction difficulty, complex equipment, high engineering cost and the like. The rubble piling method is a masonry structure built by mortar and rubble materials, the weight of the rubble materials is large, the transportation cost is high, large-scale equipment is required for construction during construction, and the engineering quantity is large.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a hydraulic engineering side slope reinforcerment system to solve the technical problem that the construction degree of difficulty that the method of consolidating the side slope soil exists among the prior art is big, equipment is complicated, the cost is higher, the engineering volume is big.
In order to achieve the above purpose, the technical solution of the present invention is as follows:
a slope reinforcement system for hydraulic engineering comprises a plurality of vertical grouting holes, wherein the vertical grouting holes are uniformly formed in a slope surface, and the vertical slope surface extends towards the interior of a slope; the grouting pipe is arranged in the vertical grouting hole, the outer end of the grouting pipe extends out of the vertical grouting hole, and the inner end of the grouting pipe is provided with a grout outlet; the slope protection brick, the slope protection brick with perpendicular slip casting hole one-to-one evenly sets up at domatic, and fixes between the adjacent slope protection brick and form one wholly, the slope protection brick back be equipped with the recess that slip casting pipe outer end matches, slip casting pipe outer end stretches into in the recess with the slope protection brick is fixed.
Compared with the prior art, the beneficial effect of the above technical scheme is:
1. the slope surface of the utility model is provided with the slope protection bricks, and the adjacent slope protection bricks are fixed to form a whole, thereby effectively improving the strength of the slope surface;
2. the utility model discloses be provided with the vertical grouting hole perpendicular with domatic in the slope, insert in the vertical grouting hole and establish the slip casting pipe, through slip casting pipe to the inside slip casting of vertical grouting hole, the thick liquid begins to pour into from vertical grouting hole bottom, outwards spreads gradually, forms the enhancement post, and the thick liquid can spread in the soil around simultaneously, improves slope body intensity;
3. the utility model discloses slope protection brick bottom surface recess internal fixation is inserted to the slip casting pipe outer end, and the slope protection brick is sealed with the slip casting pipe on the one hand, avoids the thick liquid to ooze, and the enhancement post in the slope is fixed with domatic brick layer and is formed a whole frame construction, further consolidates the bank protection.
The utility model discloses a further improvement scheme as follows:
further, the slope protection brick is regular polygon slope protection brick, the recess is seted up slope protection brick back center, the draw-in groove has been seted up in the front of slope protection brick, the side one-to-one of draw-in groove and slope protection brick, and the draw-in groove is in slope protection brick side central point and puts, and is adjacent a pair of draw-in groove internal fixation that the laminating limit of slope protection brick corresponds has the fixture block, the fixture block with a pair of draw-in groove matches, and the fixture block will be adjacent the slope protection brick is fixed to form one whole.
Through adopting above-mentioned scheme, adjacent slope protection brick passes through the fixture block and forms wholly with the draw-in groove is fixed, convenient construction, and slope protection brick adopts regular polygon structure simultaneously, is convenient for produce and transport, also can align fast during the construction.
Furthermore, a cement bonding layer is arranged between the clamping block and the clamping groove.
Through adopting above-mentioned scheme, it is fixed through cement bonding between fixture block and draw-in groove, can lay the completion back earlier with the slope protection brick, fix the fixture block in the draw-in groove with cement, construction convenience is swift.
Furthermore, a plurality of slurry outlets are uniformly formed in the outer ring surface of the inner end of the grouting pipe.
Through adopting above-mentioned scheme, the grout outlet that the outer anchor ring was even sets up guarantees that perpendicular slip casting hole inside thick liquid flows evenly, avoids partial region to have hollowly to be favorable to improving the intensity of fashioned enhancement post.
Furthermore, the vertical grouting holes penetrate through the slope surface and extend downwards vertically to connect the vertical grouting holes in the slope surface into a whole.
Through adopting above-mentioned scheme, the downthehole direct injection mud of vertical slip casting forms whole frame with the downthehole reinforcement post connection of the perpendicular slip casting of same vertical face to further improve bank protection intensity.
Further, still include the ground and support the brick, the ground supports the brick and fixes on domatic bottom ground, and the ground supports the brick and pastes tight support towards domatic one side and bank protection brick side.
By adopting the scheme, the foundation support bricks support the sloping brick layer, so that the sloping strength is further improved.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the embodiments or the technical solutions in the prior art will be briefly described below. Throughout the drawings, like elements or portions are generally identified by like reference numerals. In the drawings, elements or portions are not necessarily drawn to scale.
Fig. 1 is a schematic structural diagram of an embodiment of the present invention.
Fig. 2 is a schematic view of a slope surface according to an embodiment of the present invention.
Fig. 3 is a schematic structural diagram of a grouting pipe according to an embodiment of the present invention.
Shown in the figure:
1. a vertical grouting hole;
2. a grouting pipe; 201. a pulp outlet;
3. slope protection bricks; 301. a groove; 302. a card slot;
4. a clamping block;
5. a cement bond coat;
6. a vertical grouting hole;
7. and supporting bricks on the foundation.
Detailed Description
Embodiments of the present invention will be described in detail below with reference to the accompanying drawings. The following examples are only for illustrating the technical solutions of the present invention more clearly, and therefore are only examples, and the protection scope of the present invention is not limited thereby.
It is to be noted that unless otherwise specified, technical or scientific terms used herein shall have the ordinary meaning as understood by those skilled in the art to which the present invention belongs.
In the description of the present application, it is to be understood that the terms "center", "upper", "lower", "front", "rear", "left", "right", "vertical", "top", "bottom", "inner", "outer", etc. indicate orientations or positional relationships based on those shown in the drawings, and are only for convenience of description and simplicity of description, and do not indicate or imply that the referenced device or element must have a particular orientation, be constructed and operated in a particular orientation, and thus, are not to be construed as limiting the present invention.
In this application, unless expressly stated or limited otherwise, the terms "mounted," "connected," "secured," and the like are to be construed broadly and can include, for example, fixed connections, removable connections, or integral parts; can be mechanically or electrically connected; either directly or indirectly through intervening media, either internally or in any other relationship. The specific meaning of the above terms in the present invention can be understood according to specific situations by those skilled in the art.
In this application, unless expressly stated or limited otherwise, the first feature "on" or "under" the second feature may be directly contacting the first and second features or indirectly contacting the first and second features through intervening media. Also, a first feature "on," "over," and "above" a second feature may be directly or diagonally above the second feature, or may simply indicate that the first feature is at a higher level than the second feature. A first feature being "under," "below," and "beneath" a second feature may be directly under or obliquely under the first feature, or may simply mean that the first feature is at a lesser elevation than the second feature.
As shown in fig. 1-3, the slope reinforcement system for hydraulic engineering provided by this embodiment includes a plurality of vertical grouting holes 1, grouting pipes 2, slope protection bricks 3, vertical grouting holes 6 and foundation support bricks 7.
The vertical grouting holes 1 are uniformly arranged on the slope surface, and the vertical slope surface extends towards the interior of the slope.
The grouting pipe 2 is arranged in the vertical grouting hole 1, the outer end of the grouting pipe 2 extends out of the vertical grouting hole 1, and the inner end of the grouting pipe is provided with a grout outlet 201.
The slip casting pipe 2 is inserted in the vertical slip casting hole 1, slip casting is carried out on the inside of the vertical slip casting hole 1 through the slip casting pipe 2, the slip casting is started to be injected from the bottom of the vertical slip casting hole 1, the slip casting gradually spreads outwards to form a reinforcing column, meanwhile, the slip casting can be diffused into the surrounding soil body, and the strength of the slope body is improved.
A plurality of grout outlets 201 are uniformly arranged on the outer annular surface of the inner end of the grouting pipe 2.
The grout outlet 201 uniformly arranged on the outer annular surface ensures that the grout in the vertical grouting hole 1 flows uniformly, and the hollow part of the grout outlet is avoided, so that the strength of the formed reinforcing column is improved.
Domatic slope protection brick 3 that sets up fixes mutually between the adjacent slope protection brick 3 and forms one whole to effectively improve domatic intensity.
3 bottom surface recess 301 internal fixation of slope protection brick is inserted to 2 outer ends of slip casting pipe, specifically adopts cement to bond slip casting pipe outer end and slope protection brick 3 in the work progress, and slope protection brick 3 is sealed with slip casting pipe 2 on the one hand, avoids the thick liquid to ooze, and the enhancement post in the slope forms a frame construction with domatic brick layer is fixed, further consolidates the bank protection.
Adjacent slope protection brick 3 is fixed through fixture block 4 and draw-in groove 302 and is formed wholly, convenient construction, and slope protection brick 3 adopts regular polygon structure simultaneously, the production and the transportation of being convenient for also can align fast during the construction.
And a cement bonding layer 5 is arranged between the fixture block 4 and the clamping groove 302.
Fixed through cement bonding between fixture block 4 and draw-in groove 302, can lay the back of accomplishing earlier slope protection brick 3, fix fixture block 4 in draw-in groove 302 with cement, construction convenience is swift.
The vertical grouting holes 6 penetrate through the slope surface and vertically extend downwards to connect the vertical grouting holes 1 in the slope surface into a whole.
Directly pour into mud in the vertical slip casting hole 6, form whole frame with the reinforcement post connection in the perpendicular slip casting hole 1 of same vertical face to further improve bank protection intensity.
The foundation supports brick 7 and fixes on domatic bottom foundation, and foundation support brick 7 supports towards domatic one side and slope protection brick 3 side subsides tightly.
The foundation support brick 7 supports the sloping brick layer, and further improves the sloping strength.
In the specification of the present invention, a large number of specific details are explained. It is understood, however, that embodiments of the invention may be practiced without these specific details. In some instances, well-known methods, structures and techniques have not been shown in detail in order not to obscure an understanding of this description.
In the description herein, references to the description of the term "one embodiment," "some embodiments," "an example," "a specific example," or "some examples," 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 are not necessarily intended to 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. Furthermore, various embodiments or examples and features of different embodiments or examples described in this specification can be combined and combined by one skilled in the art without contradiction.
Finally, it should be noted that: the above embodiments are only used to illustrate the technical solution of the present invention, and not to limit the same; although the present invention has been described in detail with reference to the foregoing embodiments, it should be understood by those skilled in the art that: the technical solutions described in the foregoing embodiments may still be modified, or some or all of the technical features may be equivalently replaced; such modifications and substitutions do not substantially depart from the scope of the embodiments of the present invention, and are intended to be covered by the claims and the specification.
Claims (6)
1. A hydraulic engineering side slope reinforcement system is characterized by comprising a plurality of vertical grouting holes, wherein the vertical grouting holes are uniformly formed in a slope surface, and the vertical slope surface extends towards the interior of a slope;
the grouting pipe is arranged in the vertical grouting hole, the outer end of the grouting pipe extends out of the vertical grouting hole, and the inner end of the grouting pipe is provided with a grout outlet;
the slope protection brick, the slope protection brick with perpendicular slip casting hole one-to-one evenly sets up at domatic, and fixes between the adjacent slope protection brick and form one wholly, the slope protection brick back be equipped with the recess that slip casting pipe outer end matches, slip casting pipe outer end stretches into in the recess with the slope protection brick is fixed.
2. The hydraulic engineering side slope reinforcerment system of claim 1, wherein the slope protection brick is a regular polygon slope protection brick, the groove is arranged at the center of the back of the slope protection brick, the front of the slope protection brick is provided with a clamping groove, the clamping groove is in one-to-one correspondence with the side edge of the slope protection brick, the clamping groove is positioned at the center of the side edge of the slope protection brick, a pair of clamping grooves corresponding to the joint edge of the adjacent slope protection brick are internally fixed with clamping blocks, the clamping blocks are matched with the pair of clamping grooves, and the clamping blocks fix the adjacent slope protection bricks into a whole.
3. The hydraulic engineering slope reinforcement system of claim 2, wherein a cement bond line is disposed between the fixture blocks and the slots.
4. The hydraulic engineering slope reinforcement system of claim 1, wherein a plurality of grout outlets are uniformly formed on the outer annular surface of the inner end of the grouting pipe.
5. The hydraulic engineering slope reinforcement system of claim 1, further comprising vertical grout holes extending vertically downward through the slope to connect the vertical grout holes inside the slope into a unit.
6. The hydraulic engineering side slope reinforcement system of claim 1, further comprising foundation support bricks, wherein the foundation support bricks are fixed on the foundation at the bottom of the slope surface, and the foundation support bricks are closely supported with the side surfaces of the slope protection bricks towards one side of the slope surface.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020178399.3U CN211849277U (en) | 2020-02-17 | 2020-02-17 | Hydraulic engineering side slope reinforcement system |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202020178399.3U CN211849277U (en) | 2020-02-17 | 2020-02-17 | Hydraulic engineering side slope reinforcement system |
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| CN211849277U true CN211849277U (en) | 2020-11-03 |
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| CN202020178399.3U Active CN211849277U (en) | 2020-02-17 | 2020-02-17 | Hydraulic engineering side slope reinforcement system |
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Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113832917A (en) * | 2021-11-08 | 2021-12-24 | 河南露旭建设集团发展有限公司 | River course slope protection laying construction method for hydraulic engineering |
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2020
- 2020-02-17 CN CN202020178399.3U patent/CN211849277U/en active Active
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN113832917A (en) * | 2021-11-08 | 2021-12-24 | 河南露旭建设集团发展有限公司 | River course slope protection laying construction method for hydraulic engineering |
| CN113832917B (en) * | 2021-11-08 | 2022-12-02 | 河南露旭建设集团发展有限公司 | River course revetment laying construction method for hydraulic engineering |
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