CN214363598U - Grout rubble retaining wall reinforced structure - Google Patents
Grout rubble retaining wall reinforced structure Download PDFInfo
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- CN214363598U CN214363598U CN202022468033.2U CN202022468033U CN214363598U CN 214363598 U CN214363598 U CN 214363598U CN 202022468033 U CN202022468033 U CN 202022468033U CN 214363598 U CN214363598 U CN 214363598U
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- bottom plate
- rigid coupling
- steel sheet
- sheet pile
- retaining wall
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Abstract
The utility model discloses a grout rubble retaining wall reinforced structure, including bottom plate, steel reinforcement framework and steel sheet pile, the inside rigid coupling of bottom plate has steel reinforcement framework, the upper surface rigid coupling of bottom plate has the steel sheet pile, the upper surface rigid coupling of bottom plate has strengthening mechanism. This grout rubble retaining wall reinforced structure, through the bottom plate, the steel sheet pile, the right angle board, the cooperation of swash plate and bolt etc. is used, bottom plate and steel sheet pile increase retaining wall's bearing capacity and impact resistance, install the right angle board additional between steel sheet pile and bottom plate and prevent that bottom plate and steel sheet pile junction from breaking, improve the practicality of whole mechanism, through the adapter sleeve, the connecting rod, the cooperation of connecting pin and swivel mount etc. is used, use the adapter sleeve to link together two connecting rods, prevent the steel sheet pile fracture through the connection of connecting rod, guarantee the steadiness of retaining wall, satisfy the user demand of retaining wall to reinforced structure greatly.
Description
Technical Field
The utility model relates to a grout rubble retaining wall technical field specifically is a grout rubble retaining wall reinforced structure.
Background
The grout rubble often is as retaining wall or the bank protection of some highways in the road bed engineering, be the masonry structure who adopts mortar and the building of rubble material, building stones belong to irregular shape, minor face thickness 15cm is left and right, also use the rubble sometimes, specifically see the overall dimension of rubble, do not have clear and definite demarcation limit, it is the rubble generally to be close to the cuboid, it is the rubble to be close to the cube, need use reinforced structure when grout rubble building retaining wall, but current grout rubble retaining wall reinforced structure, it collapses to take place easily when the retaining wall receives the impact force, lead to the practicality of whole mechanism to descend, retaining wall intensity is low, hardly satisfy retaining wall to reinforced structure's user demand.
SUMMERY OF THE UTILITY MODEL
An object of the utility model is to provide a grout rubble retaining wall reinforced structure to propose current grout rubble retaining wall reinforced structure in solving above-mentioned background art, take place easily when the retaining wall receives the impact force and collapse, lead to the problem that the practicality of whole mechanism descends.
In order to achieve the above object, the utility model provides a following technical scheme: a reinforced structure of a grouted and rubble retaining wall comprises a bottom plate, a steel reinforcement framework and steel sheet piles, wherein the steel reinforcement framework is fixedly connected inside the bottom plate, the steel sheet piles are fixedly connected to the upper surface of the bottom plate, and a reinforcing mechanism is fixedly connected to the upper surface of the bottom plate;
the reinforcing mechanism comprises a right-angle plate, an inclined plate and a bolt;
the right side of right-angle board and steel sheet pile laminate mutually, the lower surface and the bottom plate of right-angle board laminate mutually, the outer wall rigid coupling of right-angle board has the swash plate, the inside clearance fit of right-angle board has the bolt, the bottom the outer wall of bolt runs through right-angle board and bottom plate looks rigid coupling, the right side the outer wall of bolt runs through right-angle board and steel sheet pile looks rigid coupling.
Preferably, the upper surface left side rigid coupling of bottom plate has the stone layer of grout rubble, the left side and the steel sheet pile looks rigid coupling of stone layer of grout rubble, the right side rigid coupling of stone layer of grout rubble has the veneer rubble layer, the inside intercommunication on stone layer of grout rubble has the drain pipe, and is a plurality of the outer wall and the veneer rubble layer looks rigid coupling of drain pipe.
Preferably, a connecting mechanism is fixedly connected to the left side of the upper surface of the bottom plate;
the connecting mechanism comprises a connecting sleeve, a connecting rod, a connecting pin and a rotating seat;
the inside clearance fit of adapter sleeve has the connecting rod, the inside threaded connection of adapter sleeve has the connecting pin, and is a plurality of the outer wall of connecting pin all runs through the adapter sleeve and closely laminates with the connecting rod, two the equal swing joint of one end that the connecting rod kept away from the adapter sleeve has the swivel mount, the bottom and the bottom plate looks rigid coupling of swivel mount, the top the right-hand member of swivel mount and steel sheet pile looks rigid coupling.
Preferably, the connecting rods are arranged in parallel with respect to the connecting sleeve.
Preferably, the lower surface of the bottom plate is fixedly connected with an installation mechanism;
the mounting mechanism comprises a base plate, a sleeve and a steel bar;
the upper surface of two backing plates all with bottom plate looks rigid coupling, the bottom rigid coupling of backing plate has the sleeve, telescopic inside rigid coupling has the reinforcing bar.
Preferably, the sleeve is arranged perpendicular to the bottom plate.
Compared with the prior art, the beneficial effects of the utility model are that: this grout rubble retaining wall reinforced structure for the conventional art, has following advantage:
through the cooperation use of bottom plate, steel sheet pile, right angle board, swash plate and bolt etc., bottom plate and steel sheet pile increase retaining wall's bearing capacity and impact resistance, install the right angle board additional between steel sheet pile and bottom plate and prevent that bottom plate and steel sheet pile junction from breaking, improve whole mechanism's practicality.
The connecting sleeve is used through the matching of the connecting sleeve, the connecting rods, the connecting pin, the swivel mount and the like, the connecting sleeve is used for connecting the two connecting rods together, the steel sheet piles are prevented from being broken through the connection of the connecting rods, the stability of the retaining wall is guaranteed, and the use requirement of the retaining wall for a reinforced structure is greatly met.
Drawings
FIG. 1 is a schematic structural view of the present invention;
FIG. 2 is a schematic view of a connection structure between the reinforcing mechanism and the steel sheet pile in FIG. 1;
FIG. 3 is a schematic view of the connection structure between the connection mechanism and the base plate in FIG. 1;
FIG. 4 is a schematic view of the connection structure between the mounting mechanism and the base plate in FIG. 1.
In the figure: 1. the steel plate pile concrete slab comprises a bottom plate, 2, a steel reinforcement framework, 3, a steel plate pile, 4, a reinforcing mechanism, 401, a right-angle plate, 402, an inclined plate, 403, a bolt, 5, a connecting mechanism, 501, a connecting sleeve, 502, a connecting rod, 503, a connecting pin, 504, a swivel base, 6, an installing mechanism, 601, a base plate, 602, a sleeve, 603, a steel bar, 7, a mortar stone layer, 8, a veneering stone layer, 9 and a drain pipe.
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.
Referring to fig. 1-4, the present invention provides a technical solution: a reinforced structure of a grouted and slabstone retaining wall comprises a bottom plate 1, a steel reinforcement framework 2 and a steel sheet pile 3, wherein the steel reinforcement framework 2 is fixedly connected inside the bottom plate 1, the steel reinforcement framework 2 increases the strength of the bottom plate 1, the steel sheet pile 3 is fixedly connected on the upper surface of the bottom plate 1, a reinforcing mechanism 4 is fixedly connected on the upper surface of the bottom plate 1, the reinforcing mechanism 4 comprises a right-angle plate 401, an inclined plate 402 and a bolt 403, the right side of the right-angle plate 401 is attached to the steel sheet pile 3, the lower surface of the right-angle plate 401 is attached to the bottom plate 1, the inclined plate 402 is fixedly connected on the outer wall of the right-angle plate 401, the bearing capacity of the right-angle plate 01 can be improved by additionally arranging the inclined plate 402 in the right-angle plate 401, the bolt 403 is in clearance fit with the inner part of the right-angle plate 401, the outer wall of the bolt 403 at the bottom penetrates through the right-angle plate 401 to be fixedly connected with the bottom plate 1, the outer wall of the bolt 403 at the right side penetrates through the right-angle plate 401 to be fixedly connected with the steel sheet pile 3, and the bolt 403 fixes the right-angle plate 401 at the joint of the steel sheet pile 3 and the bottom plate 1.
The upper surface left side rigid coupling of bottom plate 1 has the stone layer 7 of grout rubble, and the left side of the stone layer 7 of grout rubble and the 3 looks rigid couplings of steel sheet pile, and the stone layer 7 of grout rubble is used for as retaining wall main part, and the right side rigid coupling of the stone layer 7 of grout rubble has wainscot block stone layer 8, and the inside intercommunication of the stone layer 7 of grout rubble has drain pipe 9, and four drain pipe 9's outer wall and 8 looks rigid couplings of wainscot block stone layer, and drain pipe 9's number is decided according to the user demand.
The lower surface rigid coupling of bottom plate 1 has installation mechanism 6, and installation mechanism 6 includes backing plate 601, sleeve 602 and reinforcing bar 603, and the upper surface of two backing plates 601 all with bottom plate 1 looks rigid coupling, and the bottom rigid coupling of backing plate 601 has sleeve 602, and sleeve 602 links together sleeve 602 and bottom plate 1, and the inside rigid coupling of sleeve 602 has reinforcing bar 603, and sleeve 602 sets up with bottom plate 1 is perpendicular, and sleeve 602 guarantees the position stability of bottom plate 1.
In this example, when the retaining wall is reinforced by using the reinforcing structure, firstly, the steel sheet pile 3 is fixed on the upper surface of the bottom plate 1, the right side of the steel sheet pile 3 is attached to the mortar stone layer 7, then the right-angle plate 401 with the inclined plate 402 is placed at the joint of the bottom plate 1 and the bottom of the steel sheet pile 3, the bolts 403 are inserted into the steel sheet pile 3 and the bottom plate 1 through the right-angle plate 401 respectively, when the steel sheet pile 3 is subjected to a leftward force, the joint of the steel sheet pile 3 and the bottom plate 1 is prevented from being broken, then the position of the connecting rod 502 in the connecting sleeve 501 is adjusted, the connecting pin 503 is used to penetrate through the connecting sleeve 501 to be closely attached to the groove of the connecting rod 502, further, the connecting rod 502 is fixed in the connecting sleeve 501, then the two rotary bases 504 are fixed on the left side of the steel sheet pile 3 and the upper surface of the bottom plate 1 respectively, the mortar stone layer 7 is laid on the right side of the steel sheet pile 3, then the surface of the mortar stone layer 9 is fixedly attached to one side, when the grouted rubble layer 7 and the veneered rubble layer 8 are laid, the drain pipe 9 is placed in the grouted rubble layer to facilitate drainage in rainy days, and the sleeve 602 with the reinforcing steel bars 603 is deeply buried underground to ensure that the position of the bottom plate 1 is stable.
In the description of the present invention, it is to be understood that the terms "coaxial", "bottom", "one end", "top", "middle", "other end", "upper", "one side", "top", "inner", "front", "center", "both ends", 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 simplicity of description, and do not indicate or imply that the device or element referred to must have a particular orientation, be constructed and operated in a particular orientation, and therefore, should not be construed as limiting the present invention.
In the present invention, unless otherwise expressly stated or limited, the terms "mounted," "disposed," "connected," "fixed," "screwed" and the like are to be construed broadly, e.g., as meaning fixedly connected, detachably connected, or integrally formed; can be mechanically or electrically connected; they may be directly connected or indirectly connected through an intermediate medium, and may be connected through the inside of two elements or in an interaction relationship between two elements, unless otherwise specifically defined, and the specific meaning of the above terms in the present invention will be understood by those skilled in the art according to specific situations.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (6)
1. The utility model provides a grout rubble retaining wall reinforced structure, includes bottom plate (1), framework of steel reinforcement (2) and steel sheet pile (3), the inside rigid coupling of bottom plate (1) has framework of steel reinforcement (2), the upper surface rigid coupling of bottom plate (1) has steel sheet pile (3), its characterized in that: a reinforcing mechanism (4) is fixedly connected to the upper surface of the bottom plate (1);
the reinforcing mechanism (4) comprises a right-angle plate (401), an inclined plate (402) and a bolt (403);
the right side of right angle board (401) is laminated with steel sheet pile (3) mutually, the lower surface and bottom plate (1) of right angle board (401) are laminated mutually, the outer wall rigid coupling of right angle board (401) has swash plate (402), the inside clearance fit of right angle board (401) has bolt (403), bottom the outer wall of bolt (403) runs through right angle board (401) and bottom plate (1) looks rigid coupling, right side the outer wall of bolt (403) runs through right angle board (401) and steel sheet pile (3) looks rigid coupling.
2. A masonry retaining wall reinforcement structure according to claim 1, wherein: the upper surface left side rigid coupling of bottom plate (1) has and grout rubble layer (7), the left side and the steel sheet pile (3) looks rigid coupling of the rubble layer of grout (7), the right side rigid coupling of the rubble layer of grout (7) has wainscot rubble layer (8), the inside intercommunication of the rubble layer of grout (7) has drain pipe (9), and is a plurality of the outer wall and the wainscot rubble layer (8) looks rigid coupling of drain pipe (9).
3. A masonry retaining wall reinforcement structure according to claim 1, wherein: a connecting mechanism (5) is fixedly connected to the left side of the upper surface of the bottom plate (1);
the connecting mechanism (5) comprises a connecting sleeve (501), a connecting rod (502), a connecting pin (503) and a rotary seat (504);
connecting rod (502) have in the inside clearance fit of adapter sleeve (501), the inside threaded connection of adapter sleeve (501) has connecting pin (503), and is a plurality of the outer wall of connecting pin (503) all runs through adapter sleeve (501) and the inseparable laminating of connecting rod (502), two the equal swing joint of one end that adapter sleeve (501) was kept away from in connecting rod (502) has swivel mount (504), bottom the bottom and bottom plate (1) looks rigid coupling of swivel mount (504), the top the right-hand member and steel sheet pile (3) looks rigid coupling of swivel mount (504).
4. A masonry retaining wall reinforcement structure according to claim 3, wherein: the connecting rods (502) are arranged in parallel with respect to the connecting sleeve (501).
5. A masonry retaining wall reinforcement structure according to claim 1, wherein: the lower surface of the bottom plate (1) is fixedly connected with an installation mechanism (6);
the mounting mechanism (6) comprises a base plate (601), a sleeve (602) and a reinforcing steel bar (603);
two the upper surface of backing plate (601) all with bottom plate (1) looks rigid coupling, the bottom rigid coupling of backing plate (601) has sleeve (602), the inside rigid coupling of sleeve (602) has reinforcing bar (603).
6. A masonry retaining wall reinforcement structure according to claim 5, wherein: the sleeve (602) is perpendicular to the bottom plate (1).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022468033.2U CN214363598U (en) | 2020-10-30 | 2020-10-30 | Grout rubble retaining wall reinforced structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202022468033.2U CN214363598U (en) | 2020-10-30 | 2020-10-30 | Grout rubble retaining wall reinforced structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN214363598U true CN214363598U (en) | 2021-10-08 |
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Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202022468033.2U Active CN214363598U (en) | 2020-10-30 | 2020-10-30 | Grout rubble retaining wall reinforced structure |
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| Country | Link |
|---|---|
| CN (1) | CN214363598U (en) |
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- 2020-10-30 CN CN202022468033.2U patent/CN214363598U/en active Active
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Effective date of registration: 20221215 Address after: No. 3804, Floor 38, Building 2, No. 530, Middle Section of Tianfu Avenue, High tech Zone, Chengdu, Sichuan 610096 Patentee after: Sichuan Gangpeng Engineering Technology Co.,Ltd. Address before: 030051 No.1, 5th floor, building 30, No.79, West 1ST lane, Bingzhou South Road, Xiaodian District, Taiyuan City, Shanxi Province Patentee before: Taiyuan Zhicheng Jinde construction and installation Co.,Ltd. |