CN214530715U - Landslide reinforcement engineering structure - Google Patents
Landslide reinforcement engineering structure Download PDFInfo
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- CN214530715U CN214530715U CN202120450859.8U CN202120450859U CN214530715U CN 214530715 U CN214530715 U CN 214530715U CN 202120450859 U CN202120450859 U CN 202120450859U CN 214530715 U CN214530715 U CN 214530715U
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Abstract
The utility model discloses a landslide reinforcement engineering structure, including the main tributary strut, the quantity of main tributary strut is provided with a plurality ofly, and sets up side by side between a plurality of main tributary struts, adjacent two connect through connecting the horizontal pole between the main tributary strut, there is the assistant support frame main tributary strut's front side through hinge connection, the front side of main tributary strut and the top that is located the assistant support frame are provided with arch landslide face. The utility model discloses, through being provided with main tributary strut, assistant support frame structure, the smooth domatic structure of arch, the rubble accumulation of massif landing is on the smooth domatic of arch, presses on assistant support frame, makes the stability of this structure increase, can improve the stability of structure, safety more.
Description
Technical Field
The utility model relates to a landslide reinforcement engineering field especially relates to a landslide reinforcement engineering structure.
Background
Aiming at the sliding deformation geological diseases of the landslide body, the commonly used reinforcement engineering measures are as follows: 1) an anti-slip retaining wall; 2) the anti-slide pile is arranged on the slide body by digging holes, so that the integral stability of the anti-slide pile cannot be damaged by construction; 3) the ground uses a beam or an anchor pier as a counterforce device to apply a prestress to the sliding body to stabilize the landslide; 4) the anchor cable and the anti-slide pile are combined to form an anchor cable pile; 5) the common mortar anchor rod is anchored by firmly bonding the anchor rod and the hole wall by using cement mortar; 6) a landslide reinforcement engineering structure of patent application No. 202020376256.3. Along with the movement of the crust, the change of surface water and underground water, the activities of landslide are more and more frequent.
The existing landslide reinforcement engineering structure is poor in stability, after the landslide reinforcement engineering structure is used for a period of time, stress of the landslide reinforcement engineering structure can be increased due to falling of mountain gravels, the reinforcement structure is easy to collapse, and the requirement for long-time use cannot be met.
SUMMERY OF THE UTILITY MODEL
The utility model aims at solving the defects existing in the prior art and providing a landslide reinforcement engineering structure.
In order to achieve the above purpose, the utility model adopts the following technical scheme: the utility model provides a landslide reinforcement engineering structure, includes the main tributary strut, the quantity of main tributary strut is provided with a plurality ofly, and sets up side by side between a plurality of main tributary struts, adjacent two connect through connecting the horizontal pole between the main tributary strut, there is the auxiliary stay frame main tributary strut's front side through hinge connection, the front side of main tributary strut and the top that is located the auxiliary stay frame are provided with arch landslide face.
As a further description of the above technical solution:
the side through holes are formed in the side face of the main support frame, the connecting cross rods penetrate through the side through holes, each main support frame is provided with two side through holes, and the number of the connecting cross rods is two.
As a further description of the above technical solution:
the connecting cross rod is formed by connecting a plurality of short connecting rods end to end, the short connecting rods are fixed through connecting pieces, and the connecting pieces are located between two adjacent main support frames.
As a further description of the above technical solution:
two main supporting frames are arranged as a group to be used as a supporting pile.
As a further description of the above technical solution:
the bottom of the main support frame is fixedly connected with a bottom connecting plate, and a connecting rib is arranged between the side face of the main support frame and the top of the bottom connecting plate.
As a further description of the above technical solution:
the upper surface of the auxiliary supporting frame is provided with an installation jack, a supporting vertical rod is arranged inside the installation jack, and the bottom of the supporting vertical rod is fixed in stable rock soil of a landslide.
As a further description of the above technical solution:
threaded connection holes are formed in the front side face of the main support frame, fixed connection blocks are fixedly connected to two ends of the arched sliding surface, the top of each fixed connection block is fixedly connected with a connection lug plate, and a sliding groove connection port is formed in the side face of each connection lug plate.
As a further description of the above technical solution:
and a connecting screw is arranged in the chute connecting port and is in threaded connection with the threaded connecting hole.
As a further description of the above technical solution:
the auxiliary support frame is parallel to the arched slide surface.
The utility model discloses following beneficial effect has:
1. compared with the prior art, this landslide reinforcement engineering structure through being provided with main tributary strut, assistant support frame structure, arch landslide face structure, the rubble accumulation of mountain landing is on arch landslide face, presses on assistant support frame, makes the stability of this structure increase, can improve the stability of structure, safety more.
2. Compared with the prior art, this landslide reinforcement engineering structure connects the main tributary strut through being provided with the connection horizontal pole structure, makes the main tributary strut be an holistic face, and the structure is more stable.
3. Compared with the prior art, this engineering structure is consolidated to landslide, auxiliary stay frame are swing joint, and are provided with the installation jack, can conveniently bury auxiliary stay frame on the landslide top layer to fix through the pole setting, increase structural stability.
4. Compared with the prior art, this landslide reinforcement engineering structure through being provided with fixed connection piece, connecting otic placode and threaded connection hole structure, can facilitate the use screw to connect the arch slope face, and through spout connector structure, can adjust the height on arch slope face, and it is more convenient to use.
Drawings
Fig. 1 is a schematic front structural view of a landslide reinforcement engineering structure proposed by the present invention;
fig. 2 is a schematic view of a partial three-dimensional structure of a landslide reinforcement engineering structure provided by the present invention;
fig. 3 is a schematic view of a partial top view structure of a landslide reinforcement engineering structure provided by the present invention;
fig. 4 is the utility model provides a side structure schematic diagram of landslide reinforcement engineering structure.
Illustration of the drawings:
1. a main supporting frame; 2. connecting the cross bars; 3. a secondary support frame; 4. an arched landslide surface; 5. a connecting member; 6. installing a jack; 7. a bottom connecting plate; 8. connecting ribs; 9. a side through hole; 10. connecting a threaded hole; 11. fixing a connecting block; 12. connecting the ear plates; 13. a chute connecting port.
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. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
In the description of the present invention, it should be noted that the terms "center", "upper", "lower", "left", "right", "vertical", "horizontal", "inner", "outer", and the like indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of description and simplification of description, but do not indicate or imply that the device or element referred to must have a specific orientation, be constructed and operated in a specific orientation, and thus, should not be construed as limiting the present invention; the terms "first," "second," and "third" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance, and furthermore, unless otherwise explicitly stated or limited, the terms "mounted," "connected," and "connected" are to be construed broadly and may be, for example, fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meaning of the above terms in the present invention can be understood in specific cases to those skilled in the art.
Referring to fig. 1-4, the utility model provides a pair of landslide reinforcement engineering structure: the main support frames 1 are arranged in number, a plurality of main support frames 1 are arranged side by side among the main support frames 1, two main support frames 1 are arranged in a group to serve as one support pile, the structure of the support pile is stable, a bottom connecting plate 7 is fixedly connected to the bottom of each main support frame 1, the bottom connecting plate 7 can be conveniently fixed in a concrete structure, a connecting rib 8 is arranged between the side surface of each main support frame 1 and the top of the bottom connecting plate 7, the connecting strength of the bottom connecting plate 7 is improved, two adjacent main support frames 1 are connected through a connecting cross rod 2, a side through hole 9 is formed in the side surface of each main support frame 1, the connecting cross rod 2 penetrates through the side through hole 9, the connecting cross rods 2 are arranged in the side through hole 9, each main support frame 1 is provided with two side through holes 9, the number of the connecting cross rods 2 is two, and the connecting cross rods 2 are formed by connecting a plurality of short connecting rods end to end, the connecting cross rods 2 are stressed at the joints with the main support frames 1 when stressed, so that the joints are not easy to break;
the front side of the main support frame 1 is connected with an auxiliary support frame 3 through a hinge, the auxiliary support frame 3 is used for reinforcing the main support frame 1, an installation jack 6 is formed in the upper surface of the auxiliary support frame 3, a support upright rod is arranged inside the installation jack 6, the bottom of the support upright rod is fixed in stable rock soil of a landslide, and the main function is to fix the auxiliary support frame 3;
The working principle is as follows: when the auxiliary support frame is used, a proper mounting position of the main support frame 1 is selected, a foundation pit is excavated, then an auxiliary support frame 3 is excavated obliquely above the foundation pit to bury a groove, then the main support frame 1 is poured in the foundation pit by utilizing a concrete structure, the auxiliary support frame 3 is mounted in the buried groove by utilizing a vertical rod, and then the buried groove is buried;
after the concrete is solidified, the connecting cross rod 2 is installed, and the arched sliding surface 4 is installed by screws, so that the installation is convenient.
Finally, it should be noted that: although the present invention has been described in detail with reference to the foregoing embodiments, it will be apparent to those skilled in the art that modifications and variations can be made in the embodiments or in part of the technical features of the embodiments without departing from the spirit and the scope of the invention.
Claims (9)
1. The utility model provides a landslide reinforcement engineering structure, includes main support frame (1), its characterized in that: the number of main tributary strut (1) is provided with a plurality ofly, and sets up side by side between a plurality of main tributary strut (1), adjacent two connect through connecting horizontal pole (2) between main tributary strut (1), the front side of main tributary strut (1) has auxiliary stay frame (3) through hinge connection, the front side of main tributary strut (1) and the top that is located auxiliary stay frame (3) are provided with arch slide surface (4).
2. The landslide reinforcement engineering structure of claim 1, wherein: side through holes (9) are formed in the side faces of the main support frames (1), the connecting cross rods (2) penetrate through the side through holes (9), two side through holes (9) are formed in each main support frame (1), and two connecting cross rods (2) are arranged.
3. The landslide reinforcement engineering structure of claim 2, wherein: the connecting cross rod (2) is formed by connecting a plurality of short connecting rods end to end, the short connecting rods are fixed through connecting pieces (5), and the connecting pieces (5) are located between two adjacent main support frames (1).
4. The landslide reinforcement engineering structure of claim 1, wherein: two main supporting frames (1) are arranged into a group to be used as a supporting pile.
5. The landslide reinforcement engineering structure of claim 1, wherein: the bottom of the main support frame (1) is fixedly connected with a bottom connecting plate (7), and a connecting rib (8) is arranged between the side face of the main support frame (1) and the top of the bottom connecting plate (7).
6. The landslide reinforcement engineering structure of claim 1, wherein: the upper surface of auxiliary stay frame (3) has been seted up installation jack (6), the inside of installation jack (6) is provided with the support pole setting, and the bottom of supporting the pole setting is fixed in the stable ground of landslide.
7. The landslide reinforcement engineering structure of claim 1, wherein: threaded connection hole (10) have been seted up to the leading flank of main tributary strut (1), the equal fixedly connected with fixed connection piece (11) in both ends of arch slide surface (4), otic placode (12) are connected to the top fixedly connected with of fixed connection piece (11), spout connector (13) have been seted up to the side of connecting otic placode (12).
8. The landslide reinforcement engineering structure of claim 7, wherein: and a connecting screw is arranged in the chute connecting port (13) and is in threaded connection with the threaded connecting hole (10).
9. The landslide reinforcement engineering structure of claim 1, wherein: the auxiliary support frame (3) is parallel to the arched slide surface (4).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120450859.8U CN214530715U (en) | 2021-03-02 | 2021-03-02 | Landslide reinforcement engineering structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202120450859.8U CN214530715U (en) | 2021-03-02 | 2021-03-02 | Landslide reinforcement engineering structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214530715U true CN214530715U (en) | 2021-10-29 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202120450859.8U Active CN214530715U (en) | 2021-03-02 | 2021-03-02 | Landslide reinforcement engineering structure |
Country Status (1)
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|---|---|
| CN (1) | CN214530715U (en) |
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2021
- 2021-03-02 CN CN202120450859.8U patent/CN214530715U/en active Active
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