CN218952259U

CN218952259U - Support mechanism for preventing rock and soil from settling

Info

Publication number: CN218952259U
Application number: CN202223248798.0U
Authority: CN
Inventors: 马白克勒
Original assignee: Fujian Taicheng Construction Engineering Co ltd
Current assignee: Fujian Taicheng Construction Engineering Co ltd
Priority date: 2022-12-05
Filing date: 2022-12-05
Publication date: 2023-05-02
Anticipated expiration: 2032-12-05

Abstract

The utility model discloses a rock-soil settlement prevention supporting mechanism, which comprises a soil retaining plate, and further comprises a back supporting plate, a C-shaped vertical groove, a belt Kong Chuizhu, a bottom supporting plate, a nail rod, a touch floor, nail holes, an inclined connecting plate and an angle table.

Description

Support mechanism for preventing rock and soil from settling

Technical Field

The utility model relates to the technical field of rock and soil settlement prevention, in particular to a support mechanism for preventing rock and soil settlement.

Background

The rock and soil is generally called any rock and soil composing the crust from the engineering construction point of view, and the rock and soil can be subdivided into five main categories of hard (hard rock), sub-hard (soft rock), weak connection, loose connection and special composition, structure, state and property, and under the action of external force load, the rock and soil is easily deformed or sunk vertically due to compression in some rock and soil areas, and the building is also influenced when the rock and soil is sunk excessively.

At present, when a rock-soil area is subjected to construction, as the engineering machinery can press the rock-soil during working, when the engineering machinery is compressed by the heavy weight of the engineering machinery, the rock-soil on some sloping fields is easy to be deformed vertically or sink to cause the collapse of a slope body, in order to prevent the collapse constructors in the collapse of the rock-soil sloping fields, the support plates are usually arranged around the construction area to be matched with the pile rods for simply carrying out the rock-soil support, the simple sheet pile type rock-soil support mechanisms are poor in relevance, and under the action of external force, the simple sheet pile type rock-soil support mechanisms are easy to separate to reduce the support force for preventing the rock-soil from being settled.

Disclosure of Invention

The utility model mainly aims to provide a rock-soil settlement prevention supporting mechanism, wherein a supporting mechanism is arranged at a soil retaining plate for preventing rock-soil settlement to provide back support, one side of a rock-soil slope is provided with a supporting mechanism which is associated with the soil retaining plate and is inserted to obtain support, so that the rock-soil collapsed outside settlement is firmly blocked by the soil retaining plate, meanwhile, the supporting mechanism ensures that a column body for inserting the ground is relatively high in association degree with the soil retaining plate and is not easy to be separated by being skewed by external force, the supporting stability of the soil retaining plate for preventing the rock-soil settlement collapse is improved, and the problems in the background art can be effectively solved.

In order to achieve the above purpose, the technical scheme adopted by the utility model is as follows:

the utility model provides a prevent rock soil subsides supporting mechanism, includes the retaining plate, still includes back-up plate, C shape perpendicular groove, area Kong Chuizhu, bottom stay board, nail pole, touch the floor, nail hole, oblique link plate and angle platform constitution supporting mechanism, the welding of one side face department of retaining plate has the back-up plate, and the surface top-down of back stay board runs through perpendicularly and has offered the C shape perpendicular groove that is used for taking Kong Chuizhu male, and the pillar board that takes Kong Chuizhu to expose C shape perpendicular groove welds the bottom stay board that can contact the back stay board, the outer end plate surface welding that the back stay board was kept away from to the bottom stay board has the touch floor that is used for touching the ground, and the surface on touch the floor has offered the nail hole that is used for nail pole male, the welding has oblique link plate and the angle platform that is used for the oblique support between touch floor surface and the back stay board in nail hole one side, the tail-end post that has nail pole and nail pole rear end is inserted respectively in area Kong Chuizhu and the C shape perpendicular groove.

Further, the tail column is formed at the tail end of the rod body of the nail rod in a turning mode; the tail post can enter the C-shaped vertical groove when the nail rod is nailed into soil from the C-shaped vertical groove through the hole body of the tape Kong Chuizhu, so that the nail rod is prevented from being excessively embedded from the hole vertical post.

Further, the L-shaped table surface of the corner table is welded at an L-shaped surface formed by welding the touch panel and the bottom support plate; the corner table is welded and supported at the L-shaped surface of the contact plate and the bottom support plate by means of the L-shaped table surface of the corner table.

Further, a cylindrical hole through which the nail rod can pass is formed in the middle part of the strap Kong Chuizhu; the shank of the shank may be driven into the rock through the cylindrical bore of the strap Kong Chuizhu.

Further, two groups of contact plates at the bottom of the bottom supporting plate are symmetrically welded; the bottom support plate can be supported by two groups of contact plates contacting the ground.

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

according to the utility model, the back support is provided by arranging the support mechanism at the soil retaining plate for preventing the rock from settling, the support mechanism is arranged on one side of the rock-soil slope and is associated with the soil retaining plate and is inserted to obtain support, so that the rock-soil collapsed outside the settlement is firmly blocked by the soil retaining plate, meanwhile, the support mechanism ensures that the association degree between the post body for inserting the ground and the soil retaining plate is higher and is not easy to be askew and separated by external force, and the support stability of the soil retaining plate for preventing the rock-soil from settling and collapsing is improved.

Drawings

Fig. 1 is a schematic diagram of the overall structure of a support mechanism for preventing rock and soil settlement.

Fig. 2 is an exploded view of a support mechanism for preventing settlement of rock and soil according to the present utility model.

In the figure: 1. a soil retaining plate; 2. a support mechanism; 3. a back support plate; 4. c-shaped vertical grooves; 5. a tape Kong Chuizhu; 6. a bottom support plate; 7. nailing the rod; 701. tail columns; 8. a touch panel; 9. a nail hole; 10. a slant connecting plate; 11. corner stand.

Detailed Description

The utility model is further described in connection with the following detailed description, in order to make the technical means, the creation characteristics, the achievement of the purpose and the effect of the utility model easy to understand.

As shown in fig. 1-2, the support mechanism for preventing the settlement of rock and soil comprises a retaining plate 1, a back support plate 3, a C-shaped vertical groove 4, a belt Kong Chuizhu, a bottom support plate 6, a nail rod 7, a touch plate 8, a nail hole 9, an inclined connecting plate 10 and an angle table 11, wherein the back support plate 3 is welded at one side plate surface of the retaining plate 1, the surface of the back support plate 3 vertically penetrates through the C-shaped vertical groove 4 for inserting the belt Kong Chuizhu from top to bottom, a column plate with the belt Kong Chuizhu exposed out of the C-shaped vertical groove 4 is welded with a bottom support plate 6 which can contact the back support plate 3, a touch plate 8 for touching the ground is welded on the surface of an outer end plate of the bottom support plate 6 far away from the back support plate 3, a nail hole 9 for inserting the nail rod 7 is welded on the surface of the touch plate 8, the inclined connecting plate 10 and the angle table 11 for obliquely supporting are welded between the surface of the touch plate 8 on one side of the nail hole 9 and the back support plate 3, and columns for inserting the nail rod 7 and the rear ends of the tail rod 7 are inserted in the belt Kong Chuizhu and the C-shaped vertical groove 4.

Wherein, the tail post 701 is formed at the tail end of the rod body of the nail rod 7 by turning; the tail post 701 can enter the C-shaped drop slot 4 as the shank 7 is driven into the earth from the C-shaped drop slot 4 through the aperture of the strap Kong Chuizhu, preventing over-insertion of the shank 7 from the strap Kong Chui post 5.

Wherein, the L-shaped table surface of the corner table 11 is welded at the L-shaped surface formed by welding the floor 8 and the bottom support plate 6; the corner table 11 is welded and supported at the L-shaped surface of the contact plate 8 and the bottom support plate 6 by means of the L-shaped table surface of the corner table; two groups of contact floors 8 at the bottom of the bottom supporting plate 6 are symmetrically welded; the bottom support plate 6 may be supported in contact with the ground by means of two sets of contact plates 8.

Wherein, the middle part of the belt Kong Chuizhu is provided with a cylindrical hole which can be penetrated by the nail rod 7; the shank of the shank 7 may be driven into the rock through the cylindrical bore of the strap Kong Chuizhu 5.

It should be noted that, the utility model is a support mechanism for preventing the settlement of rock and soil, when the retaining plate 1 is supported at the slope bottom of the rock and soil area of the sloping field, the back support plate 3 of one side support mechanism 2 of the retaining plate 1 can touch the ground, at this time, the C-shaped vertical slot 4 with Kong Chuizhu 5 clamped into the back support plate 3 is vertically embedded at the bottom support plate 6 until the bottom support plate 6 contacts with the ground contact plate 8, at this time, the bottom support plate 6 is connected with the back support plate 3 in an associated manner, then the tail column 701 is held to drive the nail column 7 from the C-shaped vertical slot 4 through the hole drop 5 into the rock and soil layer at the edge of the sloping field, and the tail column 701 is left in the C-shaped vertical slot 4, then the nail hole 9 at the ground contact plate 8 can be nailed with a nail rod 7, and the tail posts 701 of the nail rods 7 are pressed on the surface of the ground contact plate 8, the ground contact plate 8 and the bottom support plate 6 can provide support by means of the corner platforms 11 and the inclined connecting plates 10, when a rock-soil slope on one side of the soil retaining plate 1 is subjected to the pressure sedimentation of engineering machinery and outwards collapses, the support mechanism 2 is associated with the soil retaining plate 1 on one side of the rock-soil slope and is inserted to obtain support, so that the rock-soil which collapses outwards is firmly blocked by the soil retaining plate 1 to prevent the soil from continuing to subside and collapse, the bottom support plate 6 can be pulled upwards from the inclined connecting plates 10 by using mechanical matching hanging straps after the nail rods 7 on the ground contact plate 8 are pulled out, then the belt Kong Chuizhu on one side of the bottom support plate 6 drives the nail rods 7 to leave the rock-soil and is pulled out from the position above the C-shaped vertical grooves 4, and then the soil retaining plate 1 welded with the back support plate 3 can be disassembled and pulled.

The utility model relates to a rock-soil settlement prevention supporting mechanism, which comprises a soil retaining plate and a supporting mechanism, wherein the soil retaining plate comprises a supporting plate body and a supporting plate body; 2. a support mechanism; 3. a back support plate; 4. c-shaped vertical grooves; 5. a tape Kong Chuizhu; 6. a bottom support plate; 7. nailing the rod; 701. tail columns; 8. a touch panel; 9. a nail hole; 10. a slant connecting plate; 11. the corner stand and the components are all universal standard components or components known to the person skilled in the art, and the structure and the principle of the corner stand are all known to the person skilled in the art through technical manuals or through routine experimental methods.

The foregoing has shown and described the basic principles and main features of the present utility model and the advantages of the present utility model. It will be understood by those skilled in the art that the present utility model is not limited to the embodiments described above, and that the above embodiments and descriptions are merely illustrative of the principles of the present utility model, and various changes and modifications may be made without departing from the spirit and scope of the utility model, which is defined in the appended claims. The scope of the utility model is defined by the appended claims and equivalents thereof.

Claims

1. The utility model provides a prevent rock soil subsidence supporting mechanism, includes retaining board (1), its characterized in that: still include back fagging (3), C shape perpendicular groove (4), area Kong Chuizhu (5), bottom stay plate (6), nail pole (7), touch floor (8), nail hole (9), oblique even board (10) and corner platform (11) constitute supporting mechanism (2), the welding of one side face department of retaining plate (1) has back stay plate (3), and the surface top-down of back stay plate (3) runs through perpendicularly and has offered C shape perpendicular groove (4) that are used for taking Kong Chuizhu (5) male, and area Kong Chuizhu (5) expose the pillar board welding of C shape perpendicular groove (4) have can contact bottom stay plate (6) of back stay plate (3), the outer end plate surface welding that bottom stay plate (6) kept away from back stay plate (3) has touch floor (8) that are used for touching the ground, and touch floor (8) surface and offered nail hole (9) that are used for nail pole (7) male, have between the welding floor (8) surface and the back stay plate (3) of one side to be used for oblique even board (10) and oblique even nail pole (62) and interior nail pole (7) and insert in area (701) and end nail (7) and tail-end (62).

2. A rock and soil subsidence prevention support mechanism as set forth in claim 1 wherein: the tail column (701) is formed at the tail end of the rod body of the nail rod (7) in a turning mode.

3. A rock and soil subsidence prevention support mechanism as set forth in claim 1 wherein: the L-shaped table top of the corner table (11) is welded at an L-shaped surface formed by welding the floor (8) and the bottom support plate (6).

4. A rock and soil subsidence prevention support mechanism as set forth in claim 1 wherein: the central part of the belt Kong Chuizhu (5) is provided with a cylindrical hole in a penetrating way, through which the nail rod (7) can pass.

5. A rock and soil subsidence prevention support mechanism as set forth in claim 1 wherein: two groups of contact plates (8) at the bottom of the bottom supporting plate (6) are symmetrically welded.