CN218880915U

CN218880915U - Stepped slope supporting structure

Info

Publication number: CN218880915U
Application number: CN202223600062.5U
Authority: CN
Inventors: 朱智伟; 祝彬; 陈勇; 龚志勇; 余敦; 李荔芳
Original assignee: Hubei Haolang Construction Engineering Co ltd
Current assignee: Hubei Haolang Construction Engineering Co ltd
Priority date: 2022-12-30
Filing date: 2022-12-30
Publication date: 2023-04-18
Anticipated expiration: 2032-12-30

Abstract

The application relates to the technical field of slope support, and particularly discloses a stepped slope support structure which comprises a plurality of assembled prefabricated support modules arranged between a slope surface and a plane, wherein the plurality of support modules are stacked in layers along the slope direction of the slope surface; the top surface of the supporting module is provided with a planting space for plant growth; a limiting assembly used for limiting the upper layer of supporting module to slide down is arranged between the lower layer of supporting module and the upper layer of supporting module; the level is adjacent a plurality of it is used for the restriction to strut to be provided with between the module and be used for the restriction strut the module along the drawknot subassembly of the direction motion of keeping away from each other, it is convenient to have the construction, and construction cycle is short, reduces the effect to the ecological environment destruction.

Description

Stepped slope supporting structure

Technical Field

The utility model belongs to the technical field of the slope support technique and specifically relates to a cascaded side slope supporting construction is related to.

Background

At present, with large-scale engineering construction and mining, a large number of geotechnical slopes which cannot recover vegetation are formed.

The existing traditional slope engineering reinforcement measures mostly adopt gray engineering such as stone building, anchor-shotcrete support and the like, hard materials such as cement, asphalt, concrete and the like are used as main building materials to protect soil bodies of the slope, and a direct soil retaining or slip surface reinforcing mode is adopted, so that the slope landslide prevention effect is good, the color is not harmonious, the original structure of the slope can be damaged, and the harmony of the ecological environment can be further damaged; and the slope supporting structure formed by the traditional slope protection engineering is a whole, the construction difficulty is higher, and the construction period is longer.

In view of the above-mentioned related art, the conventional slope protection engineering has the defects of long construction period, great construction difficulty and often damage to ecological environment, so that improvement is needed.

SUMMERY OF THE UTILITY MODEL

In order to improve that there is the construction cycle length in current traditional bank protection engineering, the big and easy ecological environment's of destroying problem of the construction degree of difficulty, this application provides a cascaded side slope supporting structure.

The application provides a cascaded side slope supporting construction adopts following technical scheme:

a stepped slope supporting structure comprises a plurality of assembled prefabricated supporting modules arranged between a slope surface and a plane, wherein the supporting modules are arranged in a layered stacking mode along the slope surface in the inclination direction; the top surface of the supporting module is provided with a planting space for plant growth;

a limiting component for limiting the upper layer of supporting module to slide down is arranged between the lower layer of supporting module and the upper layer of supporting module;

and a tie component for limiting the support modules to move along the direction away from each other is arranged between a plurality of horizontally adjacent support modules.

By adopting the technical scheme, the supporting modules are made in a prefabricated mode, and when supporting work is carried out, the side slope can be protected only by tiling and piling a plurality of supporting modules into a step-shaped protecting body, so that the construction period is greatly saved; the supporting module is provided with a limiting assembly, so that the supporting module between the upper layer and the lower layer can be conveniently and quickly stacked; the tie component is arranged to realize that the supporting modules on the same layer are connected into a whole, so that the supporting stability is enhanced, the installation is convenient and fast, and meanwhile, the damage to ecology is reduced.

Optionally, the supporting module is provided with a web integrally formed on the inner side wall of the planting space, the web divides the planting space into two parts, and the length direction of the web extends along the thickness direction of the supporting module;

the supporting module is far away from the slope side wall and is provided with a first ecological hole, and the end faces of the two sides of the supporting module are provided with second ecological holes.

By adopting the technical scheme, the web plate strengthens the bearing capacity of the support module, so that the stability of the support module is improved, and the gravity of the support module on the upper layer is better supported; the first ecological hole is arranged, so that after the supporting module is mounted conveniently, short plants growing at the bottom of the planting space can receive enough light, and meanwhile, the ornamental value of the supporting module from the front side face is enhanced; set up the ecological hole of second for adjacent module interactivity increases, makes things convenient for adjacent green planting to crisscross each other to link up.

Optionally, the limiting assembly includes a plurality of limiting rails integrally formed on the top wall of the supporting module, and a plurality of limiting plates integrally formed on the bottom wall of the supporting module, the limiting plates are provided with limiting grooves in sliding fit with the limiting rails, and the length directions of the limiting plates and the limiting rails extend along the thickness direction of the supporting module;

and the supporting module is provided with a positioning assembly for positioning the stacking position of the supporting module on the upper layer.

Through adopting above-mentioned technical scheme, when the module top is strutted to lower floor to the module installation of strutting of hoist and mount upper strata, only need hang the spacing plate position of top to suit with spacing rail to transfer and strut the module, make spacing rail can pass through spacing inslot card go into the limiting plate, the horizontal migration of module is strutted to the upper strata can be restricted to the effect of spacing inslot wall through the outer wall of spacing rail, thereby realizes the effect of strutting the module position and injecing to the upper strata.

Optionally, the positioning assembly includes a plurality of barrier strips fixedly connected to the top wall of the supporting module, and the end face of the barrier strip abuts against the outer side wall of the supporting module located on the upper layer.

Through adopting above-mentioned technical scheme, set up like this for when the module is strutted to the multilayer, the module is strutted to the support on upper strata is unanimous with the degree of overlap of the module is strutted to the lower floor, thereby it is unanimous to place the position with the module position is strutted to the same floor, thereby it is too close to domatic when having avoided the module to be strutted to the upper strata to place, causes and domatic looks interference, or the module is strutted to the upper strata and places and too keep away from domatic and the possibility that appears toppling.

Optionally, the tie assembly includes a plurality of hanger plates fixedly connected to the outer side wall of the support module, tie bars, two screws respectively fixedly connected to two ends of the tie bars, and nuts adapted to the screw threads of the screws, and the hanger plates are provided with through holes for the tie bars to penetrate through;

after the supporting modules on the same layer are stacked, the lacing wires penetrate out of the hanging plates at the through holes, and the nuts are connected to the screw rods in a threaded mode.

By adopting the technical scheme, after the supporting modules on the same layer are placed, the tie bars penetrate out of the hanging plate and the nuts are screwed tightly, so that the effect that a plurality of supporting modules on the same layer are connected in series to form a whole is achieved, the integrity of the supporting template on the same layer is enhanced, and the anti-overturning capacity is improved.

Optionally, a retaining component for limiting the support module to slide down from the toe of the slope is arranged between the plane and the slope.

Through adopting above-mentioned technical scheme, set up and keep out the subassembly for be located domatic toe of slope department, also be difficult to take place to become flexible for the module is strutted to its upper portion multilayer and support the module and provide stable support.

Optionally, the subassembly of keeping out includes that one end anchors extremely the pile foundation inside the plane soil body, sets up the pile foundation is close to the screed-coat of domatic one side, the bottom side the module of strutting is arranged in the screed-coat top, the bottom the lateral wall of strutting the module with the other end outer wall of pile foundation offsets.

Through adopting above-mentioned technical scheme, through inside hammering the pile foundation anchor to the planar soil body for the pile foundation can be strutted the module towards keeping away from the trend restriction in domatic direction motion to the bottom, and simultaneously, the screed-coat is realized further making level planar soil body, makes to pile up the multilayer after the installation finishes and strut the module and can not take place to rock.

Optionally, the chamfer angle of the bottom of the support module close to the slope surface is formed with an inclined transition surface.

By adopting the technical scheme, the inclined transition surface can increase the adaptability between the bottom of the supporting module and the slope surface, and the phenomenon that the supporting module is difficult to install due to interference between the break angle and the slope soil body is reduced.

In summary, the present application includes at least one of the following beneficial technical effects:

1. the planting space arranged on the supporting module provides a green plant growth and development space, so that the supporting work of the supporting module does not influence the growth of plants, and the supporting module between the upper layer and the lower layer is convenient and quick to stack due to the arrangement of the limiting assembly; the tie component is arranged to realize that a plurality of supporting modules on the same layer are connected into a whole, so that the supporting stability is enhanced, the installation is convenient and fast, and the damage to ecology is reduced;

2. the tie bars penetrate out of the hanging plate, and the nuts are screwed tightly, so that the effect that a plurality of supporting modules on the same layer are connected in series to form a whole is achieved, the integrity of the supporting template on the same layer is enhanced, and the anti-overturning capability is improved;

3. the inclined transition surface can increase the adaptability between the bottom of the support module and the slope surface, and reduce the phenomenon that the support module is difficult to install due to interference between the break angle and the slope soil body.

Drawings

Fig. 1 is a schematic overall structure diagram of an embodiment of the present application.

Fig. 2 is a schematic structural view of a support module in the embodiment of the present application.

Reference numerals: 1. a support module; 11. planting space; 12. a web; 13. a first ecological pore; 14. a second ecological aperture; 15. a transition surface; 2. a resisting component; 21. a pile foundation; 22. leveling layer; 3. a limiting component; 31. a limit rail; 32. a limiting plate; 321. a limiting groove; 4. blocking strips; 5. a tie assembly; 51. a hanger plate; 52. stretching a rib; 53. a screw; 54. a nut; 6. a slope surface; 7. and (4) a plane.

Detailed Description

The present application is described in further detail below with reference to figures 1-2.

The embodiment of the application discloses cascaded side slope supporting construction.

Referring to fig. 1 and 2, the stepped slope supporting structure comprises a plurality of prefabricated supporting modules 1, each supporting module 1 is integrally box-shaped and is arranged between a slope surface 6 and a plane 7, and the plurality of supporting modules 1 are stacked in layers along the inclination direction of the slope surface 6; the top surface of the supporting module 1 is provided with a planting space 11 for plant growth, and the top surface is preferably provided with a bottom wall penetrating through the supporting module 1, so that a plurality of supporting modules 1 stacked up and down can be filled with planting soil in the planting space 11, longitudinal connection of the supporting modules 1 is realized, and the stability of the supporting modules is enhanced.

Meanwhile, the web plate 12 integrally formed on the inner side wall of the planting space 11 is arranged on the supporting module 1, the web plate 12 divides the planting space 11 into two parts, and the length direction of the web plate 12 extends along the thickness direction of the supporting module 1, so that the length direction of the planting space 11 is not too long, and the possibility that the stability of the planting space is influenced after soil is filled in the planting space is reduced.

A first ecological hole 13 is formed in the side wall, far away from the slope surface 6, of the support module 1, and second ecological holes 14 are formed in the end surfaces of the two sides of the support module 1, so that the plants planted in the planting space 11 can absorb sunlight and enough moisture by a probe; the chamfer angle of the bottom of the support module 1 close to the slope 6 is provided with an inclined transition surface 15, the transition surface 15 can be arranged on the slope 6 through measuring the slope of the concrete protection required when prefabricating, and the inclination of the transition surface 15 can be arranged at thirty degrees to sixty degrees, so that the transition surface can be adapted to most of the slopes 6.

A resisting component 2 used for limiting the supporting module 1 to slide from the toe of the slope 6 is arranged between the plane 7 and the slope 6, the resisting component 2 comprises a pile foundation 21 with one end anchored to the soil body of the plane 7 and a leveling layer 22 arranged on one side of the pile foundation 21 close to the slope 6, the leveling layer 22 can be a concrete layer formed by pouring mortar concrete or a flat laying layer laid by fine stone and gravel, and a flat placing foundation can be provided when the supporting module 1 can be placed; the bottom side supporting module 1 is arranged on the top of the leveling layer 22, and the outer side wall of the bottom side supporting module 1 is abutted to the outer wall of the other end of the pile foundation 21.

Referring to fig. 2, a limiting component 3 for limiting the upper-layer supporting module 1 from sliding down is arranged between the lower-layer supporting module 1 and the upper-layer supporting module 1; the limiting component 3 comprises a plurality of limiting rails 31 integrally formed on the top wall of the supporting module 1 and a plurality of limiting plates 32 integrally formed on the bottom wall of the supporting module 1.

The length directions of the limiting plate 32 and the limiting rail 31 extend along the thickness direction of the support module 1; the limiting plate 32 is provided with a limiting groove 321 which is matched with the limiting rail 31 in a sliding manner, and when the upper and lower layer support modules 1 are installed, the limiting plate 32 clamps the limiting rail 31 through the limiting groove 321 on the limiting plate.

Further, when guaranteeing the installation, the length that module 1 and lower floor strut module 1 coincidence are strutted to the same layer is unanimous, strut and be provided with the locating component that is used for piling up the position location to the module 1 of strutting on upper strata on the module 1, locating component includes a plurality of rigid couplings in the blend stop 4 of strutting the module 1 roof, blend stop 4 in this embodiment sets up and keeps away from domatic 6 one section position at rigid coupling and the module 1 roof of strutting, it offsets with the terminal surface of blend stop 4 to lie in the module 1 lateral wall of strutting on upper strata through the adjustment in the installation to realize the location.

Referring to fig. 2, in order to enhance the overall performance among a plurality of supporting modules 1 on the same floor, a tie assembly 5 for limiting the movement of the supporting modules 1 in the direction away from each other is arranged between a plurality of horizontally adjacent supporting modules 1, and the tie assembly 5 includes a hanging plate 51, a tie bar 52, a screw 53 and a nut 54 in threaded fit with the screw 53.

Specifically, the number of the hanging plates 51 is multiple, preferably two hanging plates 51 are provided for each supporting module 1 in the embodiment, the two hanging plates 51 are fixedly connected to the outer side wall of the supporting module 1, the hanging plates 51 are provided with through holes for the tie bars 52 to penetrate through, and the through holes are waist-shaped holes, so that the tie bars 52 can penetrate in and out conveniently; after the same-layer supporting modules 1 are stacked, the tie bars 52 penetrate out of the hanging plates 51 at the through holes, and after the tie bars 52 are tightened, the tie bars 52 are connected to the screw rods 53 through the nuts 54 in a threaded mode until the nuts 54 abut against the two hanging plates 51 at the two end portions of the two sides, so that the supporting modules 1 are connected in series and fixed.

The implementation principle of the stepped slope supporting structure in the embodiment of the application is as follows: the supporting module 1 is poured through a mould and is maintained and molded, according to the specific slope 6, the pile foundation 21 is firstly implanted, the leveling layer 22 is paved, and then the supporting module 1 is hoisted and paved by using hoisting tools in sequence from the plane 7 to the slope 6.

The supporting module 1 at the top layer is vertically and quickly positioned through the limiting rail 31, the limiting plate 32 and the baffle plate, and after the supporting module 1 at the same layer is laid, the supporting module 1 at the same layer is tied and fixed through the tie bars 52, so that the stability of the same layer is enhanced.

Finally, planting soil is filled in the planting space 11, green planting is sown, and the slope 6 can be supported after maintenance is finished; the ecological effect is good, and the construction is simple and convenient, possesses the effect of saving the time limit for a project simultaneously.

The above are preferred embodiments of the present application, and the scope of protection of the present application is not limited thereto, so: all equivalent changes made according to the structure, shape and principle of the present application shall be covered by the protection scope of the present application.

Claims

1. The utility model provides a cascaded side slope supporting construction which characterized in that: the supporting device comprises a plurality of supporting modules (1) which are prefabricated in an assembling mode and are arranged between a slope surface (6) and a plane (7), wherein the supporting modules (1) are stacked in layers along the inclination direction of the slope surface (6); the top surface of the supporting module (1) is provided with a planting space (11) for plant growth;

a limiting component (3) used for limiting the upper layer of the supporting module (1) to slide down is arranged between the lower layer of the supporting module (1) and the upper layer of the supporting module (1);

and a tie component (5) used for limiting the movement of the supporting modules (1) along the direction away from each other is arranged between a plurality of horizontally adjacent supporting modules (1).

2. The stepped slope support structure of claim 1, wherein: the supporting module (1) is provided with a web plate (12) integrally formed on the inner side wall of the planting space (11), the web plate (12) divides the planting space (11) into two parts, and the length direction of the web plate (12) extends along the thickness direction of the supporting module (1);

the supporting module (1) is far away from the side wall of the slope surface (6) and is provided with a first ecological hole (13), and the end faces of the two sides of the supporting module (1) are provided with second ecological holes (14).

3. The stepped slope support structure of claim 2, wherein: the limiting assembly (3) comprises a plurality of limiting rails (31) integrally formed on the top wall of the supporting module (1) and a plurality of limiting plates (32) integrally formed on the bottom wall of the supporting module (1), a limiting groove (321) matched with the limiting rails (31) in a sliding manner is formed in each limiting plate (32), and the length directions of the limiting plates (32) and the limiting rails (31) extend along the thickness direction of the supporting module (1);

the support module (1) is provided with a positioning assembly for positioning the stacking position of the support module (1) on the upper layer.

4. A stepped slope support structure according to claim 3, wherein: the positioning assembly comprises a plurality of blocking strips (4) fixedly connected to the top wall of the support module (1), and the end faces of the blocking strips (4) are abutted to the outer side wall of the support module (1) on the upper layer.

5. The stepped slope support structure of claim 1, wherein: the tie component (5) comprises a plurality of hanging plates (51) fixedly connected to the outer side wall of the supporting module (1), tie bars (52), two screw rods (53) fixedly connected to two end parts of the tie bars (52) respectively, and nuts (54) in threaded fit with the screw rods (53), and through holes for the tie bars (52) to penetrate through are formed in the hanging plates (51);

after the supporting modules (1) on the same layer are stacked, the tie bars (52) penetrate out of the hanging plates (51) at the through holes, and the nuts (54) are connected to the screw rods (53) in a threaded mode.

6. The stepped slope support structure of claim 1, wherein: a retaining component (2) used for limiting the support module (1) to slide down from the slope toe of the slope surface (6) is arranged between the plane (7) and the slope surface (6).

7. The stepped slope support structure of claim 6, wherein: the retaining component (2) comprises a pile foundation (21) with one end anchored to the inside of the plane (7) soil body and a leveling layer (22) arranged on one side of the slope (6), wherein the pile foundation (21) is close to the leveling layer (22), the bottom side of the retaining component is arranged at the top of the leveling layer (22), and the bottom layer of the retaining component supports the outer side wall of the retaining module (1) and the outer wall of the other end of the pile foundation (21) to be abutted.

8. The stepped slope support structure of claim 7, wherein: the bottom of the support module (1) close to the slope surface (6) is chamfered to form an inclined transition surface (15).