CN114991184B - Reinforcing structure for rock soil slope protection and reinforcing method thereof - Google Patents
Reinforcing structure for rock soil slope protection and reinforcing method thereof Download PDFInfo
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- CN114991184B CN114991184B CN202210757879.9A CN202210757879A CN114991184B CN 114991184 B CN114991184 B CN 114991184B CN 202210757879 A CN202210757879 A CN 202210757879A CN 114991184 B CN114991184 B CN 114991184B
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- plate
- shaft
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- limiting
- top surface
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- 230000003014 reinforcing effect Effects 0.000 title claims abstract description 51
- 239000002689 soil Substances 0.000 title claims abstract description 42
- 238000000034 method Methods 0.000 title claims abstract description 12
- 239000011435 rock Substances 0.000 title claims abstract description 11
- 230000002787 reinforcement Effects 0.000 claims abstract description 26
- 230000007246 mechanism Effects 0.000 claims abstract description 13
- 230000000670 limiting effect Effects 0.000 claims description 43
- 230000000149 penetrating effect Effects 0.000 claims description 2
- 230000008878 coupling Effects 0.000 abstract description 3
- 238000010168 coupling process Methods 0.000 abstract description 3
- 238000005859 coupling reaction Methods 0.000 abstract description 3
- 238000009434 installation Methods 0.000 description 6
- 230000007547 defect Effects 0.000 description 2
- 230000001360 synchronised effect Effects 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 239000003673 groundwater Substances 0.000 description 1
- 230000007774 longterm Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 230000002035 prolonged effect Effects 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D17/00—Excavations; Bordering of excavations; Making embankments
- E02D17/20—Securing of slopes or inclines
- E02D17/205—Securing of slopes or inclines with modular blocks, e.g. pre-fabricated
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D5/00—Bulkheads, piles, or other structural elements specially adapted to foundation engineering
- E02D5/74—Means for anchoring structural elements or bulkheads
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/23—Dune restoration or creation; Cliff stabilisation
Abstract
The invention discloses a reinforcing structure for rock and soil slope protection and a reinforcing method thereof, comprising a bottom plate, wherein a pair of driven shafts are arranged on the front side and the rear side of the top surface of the bottom plate, a pair of transverse plates are arranged on the left side and the right side of the top surface of the bottom plate, sliding plates are arranged on the top surface of each transverse plate, a pair of linkage shafts are arranged on the two sides of each driven shaft, and each linkage shaft is connected with the corresponding sliding plate through a screw mechanism; the both sides of bottom plate are equipped with a pair of translation board, and the outer tip of every pair of sliding plate all is equipped with spacing axle with the top surface rigid coupling of the translation board that corresponds, the middle part of every translation board, and the outside trilateral reinforcing plate that all is equipped with of every translation board, the bottom tip of every spacing axle all is connected with three reinforcing plates that correspond through stop gear. The invention can adjust the reinforcing area of the rock-soil slope according to actual conditions, increases the firmness of interconnection between reinforcing structures, and further improves the stability of rock-soil slope reinforcement.
Description
Technical Field
The invention relates to the technical field of rock and soil slope protection, in particular to a reinforcing structure for rock and soil slope protection and a reinforcing method thereof.
Background
At present, the side slope is an important component in geotechnical engineering, and more groundwater can be accumulated in the side slope in long-term use, so that the side slope can generate larger pressure on the side slope retaining plate, and hidden danger of easy landslide is prolonged. In order to reduce the occurrence of landslide and other phenomena on the side slope, the side slope reinforcement has a very important role in preventing and controlling geological disasters.
When the side slope stability degree is insufficient, the stability is often required to be improved through reinforcement, but the following defects exist in the existing reinforcement structure: 1. the reinforced structure is single, and the phenomenon that the reinforced structure is broken due to easy loosening of soil after installation of the rock-soil slope can not be effectively fixed; 2. the prior reinforcing structure cannot adjust the reinforcing area, the reinforcing area of the reinforcing structure to the rock-soil side slope is small, and the rock-soil side slope can be fixed only by paving excessive reinforcing structures.
Disclosure of Invention
The invention aims to solve the defects of the prior art that the fixed installation of a rock-soil slope reinforcement structure is unstable and the reinforcement area is single.
In order to solve the problems of the prior art that the fixed installation of a rock-soil side slope reinforcement structure is not firm and the reinforcement area is single, the invention adopts the following technical scheme:
the utility model provides a reinforced structure for rock soil bank protection, includes the bottom plate, both sides are equipped with a pair of driven shaft around the top surface of bottom plate, every the middle part of driven shaft all overlaps and is equipped with driven gear, the top surface left and right sides of bottom plate all is equipped with a pair of diaphragm, every the last sliding plate that all is equipped with of top surface of diaphragm, every the both sides of driven shaft all are equipped with a pair of universal driving shaft, every the bottom of universal driving shaft all rotates with the top surface of bottom plate to be connected, every the middle part of universal driving shaft all overlaps and is equipped with the linkage gear, every the linkage gear all is connected with the driven gear meshing that corresponds, every universal driving shaft all is connected with the sliding plate that corresponds through screw mechanism;
the two sides of bottom plate are equipped with a pair of translation board, every pair the outer tip of sliding plate all with the top surface rigid coupling of the translation board that corresponds, every the middle part of translation board all is equipped with spacing axle, every the outside trilateral reinforcing plate that all is equipped with of translation board, every the bottom tip of spacing axle all is connected with three reinforcing plates that correspond through stop gear.
Preferably, the middle part of the top surface of the bottom plate is provided with a fixed shaft, the middle part of the fixed shaft is sleeved with a fixed disc, the outer side edge of the fixed disc is sleeved with a gear ring, and the gear ring is respectively meshed and connected with a pair of driven gears.
Preferably, the top cover of fixed axle is equipped with the manual wheel, first bolt hole has been seted up to the eccentric position in top surface one side of fixed disk, first bolt has been inserted to the inside of first bolt hole, the bottom of first bolt supports tightly on the top surface of bottom plate.
Preferably, the screw mechanism comprises a screw, connecting plates are arranged between the transverse plates and the linkage shafts, the screw is arranged at the top of each connecting plate, threaded holes are formed in the sliding plates, and the outer ends of the screws are spirally inserted into the corresponding threaded holes.
Preferably, the inner end part of the screw rod is sleeved with a second bevel gear, the top end part of the linkage shaft is sleeved with a first bevel gear, and the first bevel gear is meshed with the corresponding second bevel gear.
Preferably, the front side and the rear side of the bottom plate are respectively provided with a reinforcing side plate, a plurality of first anchor holes are uniformly distributed on each reinforcing side plate, and a first anchor rod is inserted into each first anchor hole.
Preferably, the stop gear includes spacing dish, rectangle slide, the bottom of spacing axle is equipped with spacing dish, the lateral margin of spacing dish is equipped with three trapezoidal boards, every the outer tip of trapezoidal board all is equipped with oval long ring, the bottom surface three side of translation board all is equipped with the rectangle sliding sleeve, every the inboard of gusset plate all is equipped with the rectangle slide, every the inner tip of rectangle slide all slides and runs through corresponding rectangle sliding sleeve, and every the inner tip of rectangle slide all is equipped with spacing round pin axle, every the outer tip of spacing round pin axle all cooperates sliding block in the oval long ring that corresponds.
Preferably, the top of spacing axle is equipped with the positioning disk, one side of positioning disk is equipped with the location lug, the second bolt hole has been seted up at the middle part of location lug, the inside of second bolt hole has been inserted the second bolt, the bottom of second bolt supports tightly on the top surface of translation board.
Preferably, four corners of the bottom surface of the translation plate are respectively provided with a supporting seat, each reinforcing plate is uniformly provided with a plurality of second anchor holes, and the inside of each second anchor hole is respectively inserted with a second anchor rod.
The invention also provides a reinforcing method of the reinforcing structure for the rock soil slope protection, which comprises the following steps:
firstly, a bottom plate is placed on a rock slope transversely or vertically in the middle, a fixed disc, a gear ring and a fixed shaft are rotated through manual rotation, the gear ring is meshed to drive a pair of driven gears and driven shafts to rotate, and each driven gear is meshed to drive a corresponding linkage gear, a linkage shaft and a first bevel gear to rotate;
step two, the first bevel gear is meshed to drive the second bevel gear and the screw rod to rotate, the screw rod and the screw of the threaded hole react with each other in a spiral manner to drive the sliding plate to slide outwards along the transverse plate, and then the pair of translation plates are driven to move away from the bottom plate; stopping rotating the fixed disc, and tightening the first bolt to enable the bottom end part of the first bolt to be abutted against the top surface of the bottom plate;
step three, a limiting shaft and a limiting disc are driven to rotate by rotating a positioning disc, the limiting disc drives a trapezoid plate and an oval long ring to rotate, a limiting pin shaft and the oval long ring form a limiting effect, a rectangular sliding plate is driven to slide outwards along a rectangular sliding sleeve, and a reinforcing plate is driven to move away from a translation plate; stopping rotating the positioning disc, and screwing the second bolt to enable the bottom end part of the second bolt to be abutted against the top surface of the translation plate;
step four, a plurality of first anchor rods are sequentially inserted into the first anchor holes, so that the first anchor rods are deeply inserted into the rock-soil slope, and the bottom plate is fixed; and then removing a plurality of second anchor rods, and sequentially inserting the second anchor rods into the second anchor holes, so that the second anchor rods are deeply inserted into the rock-soil slope, fixing the reinforcing plate and the translation plate, and enabling the supporting seat to be abutted against the rock-soil slope.
Compared with the prior art, the invention has the beneficial effects that:
1. according to the invention, through the matched use of the screw rods, the translation plate can be driven to synchronously move along the direction away from the bottom plate, so that the area of the rock-soil slope reinforced by the translation plate is effectively increased, and a plurality of first anchor rods are sequentially inserted into the first anchor holes, so that the first anchor rods are deeply inserted into the rock-soil slope, and the stability of the bottom plate fixation is increased;
2. according to the invention, through the cooperation of the limiting mechanisms, the reinforcing plate can be driven to realize synchronous outward expansion along the direction away from the translation plate, so that the area of the rock-soil slope reinforced by the reinforcing plate is effectively increased, and a plurality of second anchor rods are sequentially inserted into the second anchor holes, so that the second anchor rods are deeply inserted into the rock-soil slope, and the stability of fixing the reinforcing plate and the translation plate is further increased;
in summary, the invention solves the problems of unstable fixed installation and single reinforcement area of the rock-soil side slope reinforcement structure, can adjust the reinforcement area of the rock-soil side slope according to actual conditions, increases the firmness of interconnection between the reinforcement structures, and further improves the stability of rock-soil side slope reinforcement.
Drawings
The accompanying drawings, which are included to provide a further understanding of the invention and are incorporated in and constitute a part of this application, illustrate embodiments of the invention and together with the description serve to explain the invention and do not constitute a limitation on the invention. In the drawings:
FIG. 1 is a top view of the present invention;
FIG. 2 is a top cross-sectional view of the present invention;
FIG. 3 is a top plan view of the base plate of the present invention;
FIG. 4 is a bottom plan view of the translating plate of the present invention;
FIG. 5 is an enlarged view of FIG. 1A in accordance with the present invention;
FIG. 6 is a front cross-sectional view of the screw mechanism of the present invention;
FIG. 7 is a schematic diagram of a reinforcement method according to the present invention;
number in the figure: the device comprises a bottom plate 1, a fixed disc 11, a manual wheel 12, a gear ring 13, a driven gear 14, a linkage gear 15, a first bevel gear 16, a transverse plate 2, a sliding plate 21, a screw rod 22, a second bevel gear 23, a reinforcing side plate 24, a translation plate 3, a supporting seat 31, a limiting disc 32, a trapezoid plate 33, an oval long ring 34, a rectangular sliding sleeve 35, a rectangular sliding plate 36, a reinforcing plate 37 and a positioning disc 38.
Detailed Description
The following description of the embodiments of the present invention will be made clearly and completely with reference to the accompanying drawings, in which it is apparent that the embodiments described are only some embodiments of the present invention, but not all embodiments.
Embodiment one: in order to improve the purpose of firm fixed installation of a rock-soil slope reinforcement structure and adjust the reinforcement area thereof, the embodiment provides a reinforcement structure for rock-soil slope protection, referring to fig. 1-6, and specifically, the reinforcement structure comprises a bottom plate 1, the bottom plate 1 is in a rectangular plate shape horizontally placed, a pair of first bearings are arranged on the front side and the rear side of the top surface of the bottom plate 1, driven shafts are inserted in the first bearings, driven gears 14 are sleeved in the middle of each driven shaft, a pair of transverse plates 2 are arranged on the left side and the right side of the top surface of the bottom plate 1, sliding plates 21 which are in transverse sliding connection are arranged on the top surface of each transverse plate 2, a pair of symmetrically arranged linkage shafts are arranged on the two sides of each driven shaft, a pair of second bearings are arranged on the top surface of the bottom end part of each linkage shaft is inserted in the second bearings, a linkage gear 15 which is concentrically fixedly connected is sleeved in the middle of each linkage shaft, each linkage gear 15 is meshed with a corresponding driven gear 14, and each linkage shaft is connected with a corresponding sliding plate 21 through a mechanism;
the both sides of bottom plate 1 are equipped with translation board 3 that the symmetry set up, and the outer tip of every pair of sliding plate 21 all with the top surface rigid coupling of the translation board 3 that corresponds, and the middle part of every translation board 3 all is equipped with the third bearing, and the inside of every third bearing all inserts and is equipped with the spacing axle that vertically runs through, and the outside trilateral reinforcing plate 37 that all is equipped with parallel placement of every translation board 3, and the bottom tip of every spacing axle all is connected with three reinforcing plates 37 that correspond through stop gear.
In the specific implementation process, as shown in fig. 2 and 3, a fourth bearing is arranged in the middle of the top surface of the bottom plate 1, a fixed shaft is inserted in the fourth bearing, a fixed disk 11 which is concentrically and fixedly connected is sleeved in the middle of the fixed shaft, a gear ring 13 which is concentrically and fixedly connected is sleeved on the outer side edge of the fixed disk 11, and the gear ring 13 is respectively meshed and connected with a pair of driven gears 14; the fixed disk 11, the gear ring 13 and the fixed shaft are rotated through the rotation of the manual wheel 12, the gear ring 13 is meshed to drive a pair of driven gears 14 and driven shafts to rotate, and the driven gears 14 are meshed to drive corresponding linkage gears 15, linkage shafts and first bevel gears 16 to rotate;
the top of the fixed shaft is sleeved with a manual wheel 12, a first bolt hole is formed in an eccentric position on one side of the top surface of the fixed disc 11, a first bolt is inserted into the first bolt hole, and the bottom end part of the first bolt is abutted against the top surface of the bottom plate 1; and then the rotation of the fixed disc 11 is stopped, and the first bolt is screwed down, so that the bottom end part of the first bolt is abutted against the top surface of the bottom plate 1, the fixed disc 11 is conveniently fixed, and the phenomenon that the fixed shaft is inverted is avoided.
In the specific implementation process, as shown in fig. 3 and 6, the screw mechanism comprises a screw 22, connecting plates are arranged between the transverse plate 2 and the linkage shaft, a fifth bearing is arranged at the top of the connecting plates, the screw 22 which transversely penetrates through is inserted into the fifth bearing, a transversely penetrating threaded hole is formed in the sliding plate 21, and the outer end part of the screw 22 is spirally inserted into the corresponding threaded hole; the inner end part of the screw rod 22 is sleeved with a second bevel gear 23 which is concentrically fixedly connected, the top end part of the linkage shaft is sleeved with a first bevel gear 16 which is concentrically fixedly connected, and the first bevel gear 16 is meshed and connected with the corresponding second bevel gear 23; the first bevel gear 16 is meshed to drive the second bevel gear 23 and the screw rod 22 to rotate, the screw rod 22 and the screw of the threaded hole react to drive the sliding plate 21 to slide outwards along the transverse plate 2, and then drive the pair of translation plates 3 to move away from the bottom plate 1, and through the cooperation of the screw rod, the translation plates 3 can be driven to move synchronously along the direction away from the bottom plate, so that the rock-soil slope area of the translation plates 3 for reinforcement is effectively increased.
In the concrete implementation process, as shown in fig. 1 and 2, the front side and the rear side of the bottom plate 1 are respectively provided with a reinforcing side plate 24, each reinforcing side plate 24 is uniformly provided with a plurality of first anchor holes which are equidistantly arranged, the inside of each first anchor hole is respectively inserted with a first anchor rod, and a plurality of first anchor rods are sequentially inserted into the first anchor holes, so that the first anchor rods are deeply inserted into the rock-soil slope, and the stability of fixing the bottom plate 1 is increased;
four corners in the bottom surface of translation board 3 all are equipped with supporting seat 31, and the second anchor eye that a plurality of equidistance set up has been offered to the equipartition on every gusset plate 37, and the inside of every second anchor eye is all inserted and is equipped with the second stock, and a plurality of second stocks are inserted in proper order and are established in the second anchor eye for the second stock is inserted deeply and is established in the rock slope, has increased the fixed stability of gusset plate 37 and translation board 3.
Embodiment two: in the first embodiment, there is a problem that the three reinforcing plates 37 cannot be expanded synchronously, so the present embodiment further includes, based on the first embodiment:
in the specific implementation process, as shown in fig. 2 and 4, the limiting mechanism comprises a limiting disc 32 and rectangular sliding plates 36, the bottom end part of a limiting shaft is provided with a concentric fixedly connected limiting disc 32, the outer side edge of the limiting disc 32 is provided with three trapezoidal plates 33, the outer end part of each trapezoidal plate 33 is provided with an oval long ring 34 which is vertically fixedly connected, the three sides of the bottom surface of the translation plate 3 are respectively provided with a rectangular sliding sleeve 35, the inner side of each reinforcing plate 37 is provided with a rectangular sliding plate 36 which is vertically fixedly connected, the inner end part of each rectangular sliding plate 36 is respectively and slidably penetrated through the corresponding rectangular sliding sleeve 35, the inner end part of each rectangular sliding plate 36 is respectively provided with a limiting pin, and the outer end part of each limiting pin is matched and clamped in the corresponding oval long ring 34 in a sliding way; the limiting shaft and the limiting disc 32 are driven to rotate through the rotating positioning disc 38, the trapezoidal plate 33 and the oval long ring 34 are driven to rotate by the limiting disc 32, the limiting pin shaft and the oval long ring 34 form a limiting effect, the rectangular sliding plate 36 is driven to slide outwards along the rectangular sliding sleeve 35, the reinforcing plate 37 is driven to move away from the translation plate 3, and the reinforcing plate 37 can be driven to synchronously expand along the direction away from the translation plate through the matching use of the limiting mechanism, so that the rock-soil slope area of the reinforcing plate 37 is effectively increased;
the top end of the limiting shaft is provided with a positioning disc 38, one side of the positioning disc 38 is provided with a positioning lug, the middle part of the positioning lug is provided with a second bolt hole, a second bolt is inserted into the second bolt hole, and the bottom end of the second bolt is abutted against the top surface of the translation plate 3; and then the rotation of the positioning disk 38 is stopped, and the second bolt is screwed down, so that the bottom end part of the second bolt is abutted against the top surface of the translation plate 3, the positions of the three reinforcing plates 37 after synchronous expansion are conveniently fixed, and the phenomenon that the limiting shaft is reversed is avoided.
Embodiment III: referring to fig. 7, the working principle and the operation method of the present invention are as follows:
firstly, a bottom plate 1 is placed on a rock slope horizontally or vertically in the middle, a fixed disc 11, a gear ring 13 and a fixed shaft are rotated through a manual wheel 12, the gear ring 13 is meshed to drive a pair of driven gears 14 and driven shafts to rotate, and each driven gear 14 is meshed to drive a corresponding linkage gear 15, a linkage shaft and a first bevel gear 16 to rotate;
step two, the first bevel gear 16 is meshed to drive the second bevel gear 23 and the screw rod 22 to rotate, and the screw rod 22 and the screw of the threaded hole react with each other to drive the sliding plate 21 to slide outwards along the transverse plate 2 so as to drive the pair of translation plates 3 to move away from the bottom plate 1; then stopping rotating the fixed disk 11, and tightening the first bolt, so that the bottom end of the first bolt is abutted against the top surface of the bottom plate 1;
step three, the positioning disc 38 is rotated to drive the limiting shaft and the limiting disc 32 to rotate, the limiting disc 32 drives the trapezoid plate 33 and the oval long ring 34 to rotate, the limiting pin shaft and the oval long ring 34 form a limiting effect, the rectangular sliding plate 36 is driven to slide outwards along the rectangular sliding sleeve 35, and the reinforcing plate 37 is driven to move away from the translation plate 3; then stopping rotating the positioning disk 38, and tightening the second bolt, so that the bottom end of the second bolt is abutted against the top surface of the translation plate 3;
step four, a plurality of first anchor rods are sequentially inserted into the first anchor holes, so that the first anchor rods are deeply inserted into the rock-soil slope, and the bottom plate 1 is fixed; and then a plurality of second anchor rods are taken and sequentially inserted into the second anchor holes, so that the second anchor rods are deeply inserted into the rock-soil slope, the reinforcing plate 37 and the translation plate 3 are fixed, and the supporting seat 31 is abutted against the rock-soil slope.
The invention solves the problems of unstable fixed installation and single reinforcement area of the rock-soil side slope reinforcement structure, can adjust the reinforcement area of the rock-soil side slope according to actual conditions, increases the firmness of interconnection between the reinforcement structures, and further improves the stability of rock-soil side slope reinforcement.
The foregoing is only a preferred embodiment of the present invention, but the scope of the present invention is not limited thereto, and any person skilled in the art, who is within the scope of the present invention, should make equivalent substitutions or modifications according to the technical scheme of the present invention and the inventive concept thereof, and should be covered by the scope of the present invention.
Claims (2)
1. The utility model provides a reinforced structure for rock soil bank protection, includes bottom plate (1), its characterized in that: a pair of driven shafts are arranged on the front side and the rear side of the top surface of the bottom plate (1), driven gears (14) are sleeved in the middle of each driven shaft, a pair of transverse plates (2) are arranged on the left side and the right side of the top surface of the bottom plate (1), sliding plates (21) are arranged on the top surface of each transverse plate (2), a pair of linkage shafts are arranged on the two sides of each driven shaft, the bottom end parts of each linkage shaft are rotationally connected with the top surface of the bottom plate (1), linkage gears (15) are sleeved in the middle of each linkage shaft, each linkage gear (15) is meshed with the corresponding driven gear (14), and each linkage shaft is connected with the corresponding sliding plate (21) through a screw mechanism;
a pair of translation plates (3) are arranged on two sides of the bottom plate (1), the outer end parts of each pair of sliding plates (21) are fixedly connected with the top surfaces of the corresponding translation plates (3), limiting shafts are arranged in the middle of each translation plate (3), reinforcing plates (37) are arranged on three sides of the outer side of each translation plate (3), and the bottom end parts of each limiting shaft are connected with the corresponding three reinforcing plates (37) through limiting mechanisms;
the middle part of the top surface of the bottom plate (1) is provided with a fixed shaft, the middle part of the fixed shaft is sleeved with a fixed disc (11), the outer side edge of the fixed disc (11) is sleeved with a gear ring (13), and the gear ring (13) is respectively connected with a pair of driven gears (14) in a meshed manner;
the top of the fixed shaft is sleeved with a manual wheel (12), a first bolt hole is formed in an eccentric position on one side of the top surface of the fixed disc (11), a first bolt is inserted into the first bolt hole, and the bottom end part of the first bolt is abutted against the top surface of the bottom plate (1);
the screw mechanism comprises a screw (22), connecting plates are arranged between the transverse plate (2) and the linkage shaft, the screw (22) is arranged at the top of each connecting plate, threaded holes are formed in the sliding plate (21), and the outer end parts of the screws (22) are spirally inserted into the corresponding threaded holes;
the inner end part of the screw rod (22) is sleeved with a second bevel gear (23), the top end part of the linkage shaft is sleeved with a first bevel gear (16), and the first bevel gear (16) is in meshed connection with the corresponding second bevel gear (23);
reinforcing side plates (24) are arranged on the front side and the rear side of the bottom plate (1), a plurality of first anchor holes are uniformly distributed on each reinforcing side plate (24), and first anchor rods are inserted into the first anchor holes;
the limiting mechanism comprises a limiting disc (32) and rectangular sliding plates (36), wherein the bottom end part of a limiting shaft is provided with the limiting disc (32), the outer side edge of the limiting disc (32) is provided with three trapezoid plates (33), the outer end part of each trapezoid plate (33) is provided with an oval long ring (34), the three sides of the bottom surface of each translation plate (3) are provided with rectangular sliding sleeves (35), the inner side of each reinforcing plate (37) is provided with a rectangular sliding plate (36), the inner end part of each rectangular sliding plate (36) is provided with a limiting pin shaft in a sliding penetrating mode, and the outer end part of each limiting pin shaft is matched with the corresponding oval long ring (34) in a sliding mode;
a positioning disc (38) is arranged at the top end part of the limiting shaft, a positioning lug is arranged on one side of the positioning disc (38), a second bolt hole is formed in the middle of the positioning lug, a second bolt is inserted into the second bolt hole, and the bottom end part of the second bolt is abutted against the top surface of the translation plate (3);
four corners of the bottom surface of translation board (3) all are equipped with supporting seat (31), every equipartition has seted up a plurality of second anchor holes on reinforcing plate (37), every the inside in second anchor hole all has inserted the second stock.
2. The reinforcement method of a reinforcement structure for a rock-soil slope protection according to claim 1, comprising the steps of:
firstly, a bottom plate (1) is placed on a rock-soil side slope in the middle transversely or vertically, a fixed disc (11), a gear ring (13) and a fixed shaft are rotated through a manual wheel (12), the gear ring (13) is meshed to drive a pair of driven gears (14) and driven shafts to rotate, and each driven gear (14) is meshed to drive a corresponding linkage gear (15), a linkage shaft and a first bevel gear (16) to rotate;
step two, the first bevel gear (16) is meshed to drive the second bevel gear (23) and the screw rod (22) to rotate, the screw rod (22) reacts with the screw of the threaded hole in a spiral way to drive the sliding plate (21) to slide outwards along the transverse plate (2), and then the pair of translation plates (3) are driven to move away from the bottom plate (1); then stopping rotating the fixed disc (11), and screwing the first bolt, so that the bottom end part of the first bolt is abutted against the top surface of the bottom plate (1);
step three, a limiting shaft and a limiting disc (32) are driven to rotate through a rotating positioning disc (38), the limiting disc (32) drives a trapezoid plate (33) and an elliptic long ring (34) to rotate, a limiting pin shaft and the elliptic long ring (34) form a limiting effect, a rectangular sliding plate (36) is driven to slide outwards along a rectangular sliding sleeve (35), and a reinforcing plate (37) is driven to move away from a translation plate (3); stopping rotating the positioning disc (38), and screwing the second bolt to enable the bottom end of the second bolt to be abutted against the top surface of the translation plate (3);
step four, a plurality of first anchor rods are sequentially inserted into the first anchor holes, so that the first anchor rods are deeply inserted into the rock-soil slope, and the bottom plate (1) is fixed; and then a plurality of second anchor rods are taken and sequentially inserted into the second anchor holes, so that the second anchor rods are deeply inserted into the rock-soil slope, the reinforcing plate (37) and the translation plate (3) are fixed, and the supporting seat (31) is abutted against the rock-soil slope.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210757879.9A CN114991184B (en) | 2022-06-30 | 2022-06-30 | Reinforcing structure for rock soil slope protection and reinforcing method thereof |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210757879.9A CN114991184B (en) | 2022-06-30 | 2022-06-30 | Reinforcing structure for rock soil slope protection and reinforcing method thereof |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN114991184A CN114991184A (en) | 2022-09-02 |
| CN114991184B true CN114991184B (en) | 2024-04-05 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202210757879.9A Active CN114991184B (en) | 2022-06-30 | 2022-06-30 | Reinforcing structure for rock soil slope protection and reinforcing method thereof |
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| CN (1) | CN114991184B (en) |
Citations (11)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP3148923U (en) * | 2008-12-19 | 2009-03-05 | 株式会社水戸グリーンサービス | Slope repair and reinforcement structure |
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| JP2016014249A (en) * | 2014-07-01 | 2016-01-28 | 株式会社ダイカ | Slope stabilization structure |
| KR20170061812A (en) * | 2015-11-26 | 2017-06-07 | 한국철도기술연구원 | Pressure plate apparatus |
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| CN114346776A (en) * | 2021-12-27 | 2022-04-15 | 合肥万象科技有限公司 | Double-clamping type new energy automobile accessory machining equipment |
| CN114606905A (en) * | 2022-04-10 | 2022-06-10 | 金华市恒通工程检测有限公司 | Fastening processing device for hydraulic engineering maintenance and processing method thereof |
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2022
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| JP3148923U (en) * | 2008-12-19 | 2009-03-05 | 株式会社水戸グリーンサービス | Slope repair and reinforcement structure |
| JP3167684U (en) * | 2011-02-21 | 2011-05-12 | 宇順 張 | Slope reinforced greening structure |
| KR101259053B1 (en) * | 2012-11-16 | 2013-04-26 | 서정엔지니어링 주식회사 | Retaining wall for planting for reinforcing slope |
| JP2016014249A (en) * | 2014-07-01 | 2016-01-28 | 株式会社ダイカ | Slope stabilization structure |
| KR20170061812A (en) * | 2015-11-26 | 2017-06-07 | 한국철도기술연구원 | Pressure plate apparatus |
| JP6494144B1 (en) * | 2018-03-28 | 2019-04-03 | 今野工務店株式会社 | Gear type telescopic mechanism and civil engineering and construction equipment using the same |
| CN211922633U (en) * | 2019-12-19 | 2020-11-13 | 兰州工业学院 | Geotechnical engineering's adjustable foundation ditch consolidates rectangle supporting device |
| CN215441931U (en) * | 2021-08-12 | 2022-01-07 | 苑韦虹 | Adjustable rectangle supporting device of geotechnical engineering |
| CN216041234U (en) * | 2021-09-18 | 2022-03-15 | 朴平 | Construction engineering construction management is with interim slope protection structure |
| CN114346776A (en) * | 2021-12-27 | 2022-04-15 | 合肥万象科技有限公司 | Double-clamping type new energy automobile accessory machining equipment |
| CN114606905A (en) * | 2022-04-10 | 2022-06-10 | 金华市恒通工程检测有限公司 | Fastening processing device for hydraulic engineering maintenance and processing method thereof |
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| CN114991184A (en) | 2022-09-02 |
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