CN212428931U - Novel detachable cyclic utilization fills barricade and builds device - Google Patents
Novel detachable cyclic utilization fills barricade and builds device Download PDFInfo
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- CN212428931U CN212428931U CN202021769622.8U CN202021769622U CN212428931U CN 212428931 U CN212428931 U CN 212428931U CN 202021769622 U CN202021769622 U CN 202021769622U CN 212428931 U CN212428931 U CN 212428931U
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- 229910000831 Steel Inorganic materials 0.000 claims description 23
- 239000010959 steel Substances 0.000 claims description 23
- 238000010276 construction Methods 0.000 claims description 19
- 238000003466 welding Methods 0.000 claims description 8
- 210000001503 joint Anatomy 0.000 claims description 6
- 238000004804 winding Methods 0.000 claims description 5
- 230000008719 thickening Effects 0.000 claims description 3
- 230000015572 biosynthetic process Effects 0.000 abstract 1
- 238000009434 installation Methods 0.000 description 12
- 239000002002 slurry Substances 0.000 description 10
- 238000000034 method Methods 0.000 description 8
- 229910001220 stainless steel Inorganic materials 0.000 description 5
- 239000010935 stainless steel Substances 0.000 description 5
- 238000005520 cutting process Methods 0.000 description 4
- 238000005065 mining Methods 0.000 description 4
- 238000005452 bending Methods 0.000 description 3
- 230000004048 modification Effects 0.000 description 3
- 238000012986 modification Methods 0.000 description 3
- 239000004570 mortar (masonry) Substances 0.000 description 3
- 230000001680 brushing effect Effects 0.000 description 2
- 238000001125 extrusion Methods 0.000 description 2
- 238000012423 maintenance Methods 0.000 description 2
- 239000000463 material Substances 0.000 description 2
- 239000003921 oil Substances 0.000 description 2
- 238000002360 preparation method Methods 0.000 description 2
- 230000008569 process Effects 0.000 description 2
- 238000004064 recycling Methods 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
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- 238000007493 shaping process Methods 0.000 description 1
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Abstract
The utility model discloses a novel detachable cyclic utilization fills barricade and builds device, the device include the baffle, be used for consolidating gusset plate, the supporting component of supporting baffle, the baffle includes bottom plate, diaphragm, roof, splices formation tunnel support cross-section from bottom to top in proper order, and is two and distributes, the gusset plate includes that a plurality of rectangles erect backup pad, a plurality of square erects the backup pad, and the gusset plate is supported by the supporting component slant, the supporting component includes that the bracing fixes thick pole, bracing dead lever, anti-skidding baffle, props the floor. The device simple structure, equipment convenience, stability are high, can recycle repeatedly, also can design different shapes, the size according to the same principle and fill the barricade, fill for the mine tunnel and provide a convenient and fast, safe high-efficient, economic safety practical novel structure.
Description
Technical Field
The utility model belongs to the technical field of the mine fills, specifically speaking relates to a novel detachable cyclic utilization fills barricade and builds device.
Background
The tunnel is a tunneling channel for mining lifting, transportation, drainage, power supply and the like when underground mining is performed, and after mining is completed, the abandoned tunnel needs to be backfilled in order to avoid the hazards caused by local surface subsidence, tunnel loose rock collapse and the like possibly brought by an intricate tunnel dead zone. At present, a cementing filling body is mainly adopted to backfill a roadway, filling slurry is conveyed to the roadway needing to be filled by a pipeline, and in order to avoid the slurry flowing to the roadway which is under construction, a filling retaining wall needs to be arranged in advance to block the filling slurry. The filled retaining wall has the protection function of resisting the outward extrusion force of slurry and has the value requirement of economy and applicability.
The traditional method for filling retaining walls in roadways comprises the following steps: traditional tunnel fills the barricade and need punch prefabricated net reinforcing bar to the rock mass earlier, and artifical ligature reinforcing bar erects the template, waters the concrete mortar to prefabricated model, makes a round trip to vibrate with the vibrting spear, keeps the mortar closely knit even, and after the mortar shaping, to concrete maintenance a period, just toward the tunnel transport fill ground paste after reaching the predetermined strength.
The drawback of retaining wall is filled in traditional tunnel: (1) the process is complex, and the construction period of the filled retaining wall is long; (2) the roadway is narrow, and the construction of prefabricated steel bars is inconvenient; (3) the concrete retaining wall is a one-time consumption process, and because the underground roadway is complicated, the concrete retaining wall is usually required to be filled in batches for many times, so that unnecessary waste is formed.
In view of this, the present invention is provided.
SUMMERY OF THE UTILITY MODEL
The to-be-solved technical problem of the utility model lies in overcoming the not enough of prior art, provides simple structure, simple operation, safe and reliable, practicality strong, easily deposit, green economic detachable ability cyclic utilization fill barricade construction equipment and method.
In order to solve the technical problem, the utility model adopts the following basic concept:
a novel detachable construction device for a recycling filling retaining wall comprises a baffle, a reinforcing plate for reinforcing a supporting baffle and a supporting assembly;
the baffle comprises a bottom plate, transverse plates and a top plate, wherein the number of the transverse plates is two, the bottom plate, the transverse plates and the top plate are sequentially spliced from bottom to top to form a roadway support cross section and are distributed in two rows, and at least one side of each of the bottom plate, the transverse plates and the top plate is embedded into a roadway rock mass;
the reinforcing plates are in a long strip plate shape and are arranged along the vertical direction of the supporting section of the roadway, the number of the reinforcing plates is three, the reinforcing plates are respectively arranged in the transverse middle parts of the left row of baffles and the right row of baffles and at the joints of the two rows of baffles, and the reinforcing plates are connected with the baffles in a fitting manner; the reinforcing plate comprises a plurality of rectangular vertical supporting plates and a plurality of square vertical supporting plates, and the rectangular vertical supporting plates and the square vertical supporting plates are spliced to form a long-strip plate-shaped structure; the reinforcing plate is obliquely supported by the supporting component;
the supporting component comprises a thick inclined strut fixing rod, an anti-slip baffle and a floor support, one end of the thick inclined strut fixing rod is connected with the upper half part of the reinforcing plate, the other end of the thick inclined strut fixing rod is connected with the anti-slip baffle, one end of the inclined strut fixing rod is connected with the lower half part of the reinforcing plate, the other end of the inclined strut fixing rod is connected with the anti-slip baffle, the anti-slip baffle is vertically inserted into the horizontal ground of the roadway, one end of the floor support is connected with the anti-slip baffle, and the other end of the floor support is inserted.
Furthermore, the bottom plate is rectangular, the top plate is semi-arc-shaped, the transverse plate is rectangular or rectangular-like, the height of the bottom plate is twice of that of the transverse plate, and the length of the rectangular vertical support plate is twice of the side length of the square vertical support plate.
Further, the terminal surface that bottom plate, diaphragm, roof spliced mutually is equipped with indent formula rectangle recess and evagination formula rectangle interface, and rectangle erects to put backup pad and square erects to put the terminal surface that the backup pad spliced mutually and is equipped with indent formula rectangle recess and evagination formula rectangle interface, indent formula rectangle recess sets up on the left side and the top side of board, and evagination formula rectangle interface sets up on the right side and the bottom side of board, indent formula rectangle recess matches the butt joint with evagination formula rectangle interface.
Furthermore, the concave rectangular groove and the convex rectangular interface are both arranged in the middle of the plate thickness direction, and the thickness of the convex rectangular interface is 4/10 of the plate thickness.
Furthermore, the bottom plate is provided with four universal wheel sets which are respectively arranged near four corners of the bottom plate.
Furthermore, two welding line fixing steel columns are arranged on the bottom plate, are close to one side edge of the rock body embedded into the bottom plate and are vertically distributed up and down; each steel column for welding and fixing the wire consists of three sections, the length of each section is the same, the diameters of the two sections at the two ends are equal, and the diameter of one end in the middle is half of the diameters of the two sections at the two ends.
Further, bottom plate, diaphragm, roof all are equipped with movable handle, and all are equipped with two on every board, and movable handle passes through the pivot to be connected on the face, and movable handle can be at the rotatory 180 of face.
Furthermore, the supporting component further comprises a reverse supporting rod, the reverse supporting rod connects the inclined strut fixing rod and the inclined strut fixing thick rod together, the connecting point of the reverse supporting rod and the inclined strut fixing thick rod is connected with the inclined strut fixing rod and the inclined strut fixing thick rod in a crossed cross winding mode through a thickening steel wire, and one end of the reverse supporting rod is connected with the bottom of the bottom plate.
Furthermore, 3/4 department of antiskid baffle total height is provided with a plurality of parallel arrangement's horizontal recess down, props floor one end and inserts in the tunnel level land, and the other end card is in horizontal recess.
Furthermore, the universal wheel set comprises a disc, a round screw, a rotary connecting frame, a hexagon bolt and a friction-resistant wheel, the disc is welded on the bottom plate, the rotary connecting frame is connected with the disc through the round screw, and the friction-resistant wheel is fixed on the rotary connecting frame through the hexagon bolt.
A novel detachable type construction method for a recycling filling retaining wall comprises the following steps:
step, preparation work before installation; selecting the position where the filling retaining wall needs to be installed, marking the position on a rock mass by using a marking pen, cutting an artificial rock mass groove with the thickness of a steel plate of the filling retaining wall and the depth of mm by using a rock cutting machine along a marking line, and brushing a thin layer of industrial oil on the front surface, the back surface and the groove of the filling retaining wall;
step, installation sequence and method; the installation is carried out from right to left and from low to high;
firstly clamping a right side bottom plate into an artificial rock mass groove, embedding one end of a left side bottom plate into the artificial rock mass groove, splicing one end of the left side bottom plate with an outward convex type rectangular interface of the right side bottom plate through an inward concave type rectangular groove, then splicing a transverse plate on the right side bottom plate, then installing the transverse plate on the left side bottom plate, and sequentially connecting the left side bottom plate to a top plate; three rows of reinforcing plates are arranged according to the same sequence, and each supporting plate is arranged, and a corresponding supporting component is arranged immediately; the supporting assembly is firstly provided with a fixed thick rod, a fixed rod and an anti-skid baffle, and finally one end of the reverse supporting rod is connected with the bottom end of the bottom plate, the other end of the reverse supporting rod is connected with the middle point of the fixed thick rod of the outermost inclined strut through two thickened steel wires by using a cross-shaped winding method, and the reverse supporting rod and the rest inclined struts are fixed in the same way, and the installation is finished;
step, ending work; after the step installation is completed, slurry is filled, after the slurry is filled and solidified to reach the standard, the retaining wall and other devices are removed in the reverse order of installation, the bottom plate is provided with a welding fixed line steel column and a universal wheel set, the disassembled transverse plate and the disassembled top plate are placed on the bottom plate, the middle section of the welding fixed line steel column is sleeved with one end of an industrial rope, the other end of the industrial rope bypasses the baffle system and is tied on a stainless steel closed type handle, and the baffle is bound and transported to a storehouse or a next filling point.
After the technical scheme is adopted, compared with the prior art, the utility model following beneficial effect has.
(1) The operation is simple, the assembly is convenient, the assembly is carried out in sequence, and the use can be carried out without maintenance; (2) multiple protection is adopted, so that the safety performance is high; (3) the device is detachable and recyclable, green and environment-friendly, economic and efficient; (4) the bottom plate is provided with universal wheels, so that the transportation is convenient; (5) the baffle plates are combined, so that the storage is convenient; (6) the stainless steel material is not easy to damage; (7) the construction is rapid, and the construction can be completed by two persons.
The utility model is suitable for a tunnel among the mine underground mining fills, but fast assembly, strut, demolish, and economy is high-efficient, multiple protection, and the security performance is high, can recycle repeatedly, also can design the barricade that fills that corresponds according to tunnel section size, shape, fills for mine tunnel and provides a convenient and fast, safe high-efficient, economical and safe practical novel structure.
The following describes embodiments of the present invention in further detail with reference to the accompanying drawings.
Drawings
The accompanying drawings, which 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 without limitation. It is obvious that the drawings in the following description are only some embodiments, and that for a person skilled in the art, other drawings can be derived from them without inventive effort. In the drawings:
FIG. 1 is a schematic view of the assembly structure of the device of the present invention;
FIG. 2 is a schematic structural view of the baffle and the reinforcing plate of the device of the present invention;
FIG. 3 is a schematic view of the device support assembly of the present invention;
FIG. 4 is a schematic view of the structure of the groove and the interface of the device of the present invention;
FIG. 5 is a schematic view of the structure of the bottom plate of the device of the present invention;
FIG. 6 is a schematic structural view of the universal wheel set of the present invention;
FIG. 7 is a schematic view of the structure of the anti-skid baffle and the floor support of the present invention;
fig. 8 is a schematic view of the movable handle structure of the device of the present invention.
In the figure: 101-a base plate; 102-a transverse plate; 103-a top plate; 201-rectangular vertical support plate; 202-square vertical support plates; 301-bracing to fix the thick rod; 302-bracing fixing rods; 303-reverse support bar; 304-a non-slip baffle; 305-supporting a floor; 306-thickening the steel wire; 307-transverse grooves; 4-universal wheel group; 401-friction resistant wheel; 402-hexagonal bolt; 403-rotating connecting frame; 404-round screw; 405-a disc; 406-welding the wire fixing steel column; 5-leveling the tunnel; 6-roadway rock mass; 7-artificial rock mass groove; 8-embedding the baffle into the rock mass part; 9-concave anti-slip round hole; 10-a movable handle; 11-a concave rectangular groove; 12-an outwardly convex rectangular interface; 13-rotating shaft.
It should be noted that the drawings and the description are not intended to limit the scope of the inventive concept in any way, but to illustrate the inventive concept by those skilled in the art with reference to specific embodiments.
Detailed Description
To make the objects, technical solutions and advantages of the embodiments of the present invention clearer, the drawings in the embodiments of the present invention are combined below to clearly and completely describe the technical solutions in the embodiments, and the following embodiments are used for illustrating the present invention, but do not limit the scope of the present invention.
Example one
As shown in fig. 1 to 8, the novel detachable recyclable filling retaining wall construction device according to the embodiment includes a baffle, a reinforcing plate for reinforcing the supporting baffle, and a supporting assembly. Wherein, the baffle includes bottom plate 101, diaphragm 102, roof 103, and bottom plate 101, roof 103 are two, and diaphragm 102 is a plurality of, and bottom plate 101, a plurality of diaphragm 102, roof 103 splice in proper order from bottom to top and form the tunnel and support the cross-section, and be two and distribute, and bottom plate 101, a plurality of diaphragm 102, roof 103 all have one side at least side embedding tunnel rock mass 6. Here, the bottom plate 101 is rectangular, the top plate 103 is semi-arc-shaped, the horizontal plate 102 is rectangular or rectangular-like, and the height of the bottom plate 101 is twice the height of the horizontal plate 102.
The reinforcing plates are in a long strip plate shape and are arranged along the vertical direction of the supporting section of the roadway, the number of the reinforcing plates is three, the reinforcing plates are respectively arranged in the transverse middle parts of the left row of baffles and the right row of baffles and at the joints of the two rows of baffles, and the reinforcing plates are connected with the baffles in a fitting manner; the reinforcing plate comprises a plurality of rectangular vertical supporting plates 201 and a plurality of square vertical supporting plates 202, and the rectangular vertical supporting plates 201 and the square vertical supporting plates 202 are spliced to form a long-strip plate-shaped structure; the length of the rectangular upright support plate 201 is twice the side length of the square upright support plate 202. The reinforcing plate is supported diagonally by the support assembly.
The supporting component includes that the bracing is fixed thick pole 301, bracing dead lever 302, anti-skidding baffle 304, prop floor 305, the fixed thick pole 301 one end of bracing is connected with the first half of gusset plate, the other end is connected with anti-skidding baffle 304, bracing dead lever 302 one end is connected with the lower half of gusset plate, the other end is connected with anti-skidding baffle 304, anti-skidding baffle 304 is vertical to be inserted in tunnel level ground 5, prop floor 305 one end and be connected with anti-skidding baffle 304, the other end inserts tunnel level ground 5 in order to form the bearing diagonal to anti-skidding baffle 304. The inclined strut fixing thick rod 301 and the inclined strut fixing rod 302 are the same in structure, the cross section is circular, the length and the diameter can be set according to actual requirements, such as the size of a reference retaining wall shape, the depth of a roadway, the filling speed and the like, in the embodiment, the diameter of the inclined strut fixing thick rod 301 is 30mm, the diameter of the inclined strut fixing rod 302 is 20mm, and the length is changed according to different fixing positions. In the embodiment, the height of the antiskid baffle 304 is 400mm, the width of the antiskid baffle is 200mm, the thickness of the antiskid baffle is 20mm, half of the antiskid baffle is in the air, half of the antiskid baffle is embedded into the ground, a groove is formed in the position, 100mm away from the top end, of the side, facing the roadway, of the antiskid baffle 304, and the height of the floor supporting plate 305 is 150mm, the width of the antiskid baffle is 200mm, and.
The end surfaces of the bottom plate 101, the transverse plate 102 and the top plate 103 which are spliced with each other are provided with a concave rectangular groove 11 and a convex rectangular interface 12. The end surfaces of the rectangular vertical supporting plate 201 and the square vertical supporting plate 202 which are spliced with each other are provided with an inward concave type rectangular groove 11 and an outward convex type rectangular interface 12. The concave rectangular groove 11 is arranged on the left side and the top side of the plate, the convex rectangular interface 12 is arranged on the right side and the bottom side of the plate, and the concave rectangular groove 11 is in butt joint with the convex rectangular interface 12 in a matching mode. The bottom plate 101, the transverse plate 102, the top plate 103, the rectangular vertical supporting plate 201 and the square vertical supporting plate 202 are only provided with interfaces or grooves at the end sides which are spliced with each other, and the parts which are connected with the artificial rock mass groove 7 and the roadway flat ground 5 in a clamping mode are not arranged. The concave rectangular groove 11 and the convex rectangular interface 12 are both arranged in the middle of the plate thickness direction, the thickness of the convex rectangular interface 12 is 4/10 of the plate thickness, the width of the concave rectangular groove 11 is 4/10 of the plate thickness, two side walls of the groove account for 3/10 of the total thickness, and the thickness of two 3/10 walls plus 4/10 groove is just one plate thickness.
The bottom plate 101 is provided with four universal wheel sets 4, and the four universal wheel sets 4 are respectively arranged near four corners of the bottom plate 101. The universal wheel set 4 comprises a disc 405, a circular screw 404, a rotary connecting frame 403, a hexagon bolt 402 and a friction-resistant wheel 401, wherein the disc 405 is welded on the bottom plate 101, the rotary connecting frame 403 and the disc 405 are connected through the circular screw 404, the hexagon bolt 402 fixes the friction-resistant wheel 401 and the rotary connecting frame 403, and the friction-resistant wheel 401 with the diameter of 150mm is adopted.
Two welded fixing steel columns 406 are arranged on the bottom plate 101, and the two welded fixing steel columns 406 are arranged close to one side edge of the rock body embedded into the bottom plate 101 and are vertically distributed up and down; each welded wire-fixing steel column 406 is composed of three sections, each section has the same length, the two sections at the two ends have the same diameter, and the diameter of the middle section is half of the diameter of the two sections at the two ends. The welded wire-fixing steel column 406 is used for binding engineering ropes.
The front of bottom plate 101, diaphragm 102, roof 103 all is equipped with movable handle 10, and all is equipped with two on every board, and movable handle 10 connects on the face through pivot 13, and the middle part fixed connection of pivot 13 is on the board surface, and movable handle 10 both ends are articulated with pivot 13 both ends respectively, and movable handle 10 can be at the rotatory 180 of face.
The gusset plate is erected by last two rectangles and is put backup pad 201, a square is erected and is put backup pad 202, the rectangle is erected and is put backup pad 201 and splice into next, and the fixed thick pole 301 of bracing supports two on upper portion, and bracing dead lever 302 supports two lower parts, and for convenient the connection, the rectangle is erected and is put backup pad 201, the geometric center that the square was erected and is put backup pad 202 all is equipped with an indent formula antiskid round hole 9, and the bracing piece supports through indent formula antiskid round hole 9. The supporting component further comprises a reverse supporting rod 303, the reverse supporting rod 303 connects the inclined strut fixing rod 302 and the inclined strut fixing thick rod 301 together, the connecting points of the reverse supporting rod 303 and the inclined strut fixing rod 302 and the inclined strut fixing thick rod 301 are connected in a crossed cross winding mode through a thickening steel wire 306, and one end of the reverse supporting rod 303 is connected with the bottom of the bottom plate 101. A plurality of horizontal grooves 307 which are arranged in parallel are arranged downwards at the position 3/4 of the total height of the antiskid baffle 304, one end of the floor supporting plate 305 is inserted into the flat ground 5 of the roadway, and the other end is clamped in the horizontal grooves 307. The inclined strut fixing thick rod, the inclined strut fixing rod, the reverse supporting rod, the anti-skidding baffle and the supporting floor are all made of stainless steel materials.
The construction method comprises the following steps:
step 1, preparation work before installation; selecting the position where the filling retaining wall needs to be installed, marking the position on a rock mass by using a marking pen, cutting an artificial rock mass groove 7 with the thickness of the steel plate of the filling retaining wall and the depth of 200mm by using a rock cutting machine along a marking line, and brushing a thin layer of industrial oil on the front surface, the back surface and the groove of the filling retaining wall;
step 2, installation sequence and method; the installation is carried out from right to left and from low to high;
firstly, clamping a right side bottom plate 101 into an artificial rock mass groove 7, then embedding one end of the left side bottom plate 101 into the artificial rock mass groove 7, and referring to the attached drawing, showing that a baffle plate is embedded into a rock mass part 8, one end of the baffle plate is spliced with an outward convex rectangular interface 12 of the right side bottom plate 101 through an inward concave rectangular groove 11, then splicing a transverse plate 102 on the right side bottom plate 101, then installing the transverse plate 102 on the left side bottom plate 101, and sequentially going to a top plate 103, firstly splicing an outward convex rectangular interface 12 of the right side top plate 103 with an inward concave rectangular groove 11 of the transverse plate 102, sliding the top plate 103 to clamp the right end of the top plate into the artificial rock mass groove 7, clamping the left side top plate 103 into the artificial rock mass groove 7, and respectively splicing the outward convex rectangular; three rows of reinforcing plates are arranged according to the same sequence, and each supporting plate is arranged, and a corresponding supporting component is arranged immediately; the supporting assembly is firstly provided with a fixed thick rod, a fixed rod and an anti-skid baffle, finally, one end of a reverse supporting rod 303 is connected with the bottom end of the bottom plate 101, the other end of the reverse supporting rod 303 is connected with the midpoint of the outermost inclined strut fixed thick rod 301 through two thickened steel wires 306 by using a cross-shaped winding method, the reverse supporting rod 303 and the rest inclined struts are fixed in the same way, and the installation is finished;
step 3, ending work; after the installation is completed in the step 2, slurry is filled, after the slurry is filled and solidified to reach the standard, the retaining wall and other devices are removed in the reverse order of installation, the bottom plate 101 is provided with a welding fixed line steel column and universal wheel sets 4, the disassembled transverse plate 102 and the top plate 103 are placed on the bottom plate 101, the middle section of the welding fixed line steel column is sleeved with one end of an industrial rope, the other end of the industrial rope bypasses the baffle system on a stainless steel closed type handle, the baffle is bound, and the baffle is transported to a storehouse or a next filling point.
The utility model discloses total quintuple safeguard measure: the first heavy protection measure is a filling retaining wall formed by combining stainless steel plates, the second heavy protection measure is an artificial rock mass groove, the third heavy protection measure is a combination of a vertically-arranged reinforcing plate and an inclined supporting rod, the fourth heavy protection measure is an anti-skid baffle and a floor supporting plate, and the fifth heavy protection measure is a reverse supporting rod. The stable supporting principle is as follows: when slurry is filled in a roadway, the bottom plate is firstly stressed and then mutually conducts through the mutually connected grooves and the interfaces until the whole retaining wall is stressed to extrude towards the inside of the artificial rock mass groove, the reverse side of the filled retaining wall bears the extrusion of the filled slurry, the edge bears the reverse load of the artificial rock mass groove, the bending moment of the middle part is larger, so that the middle part is reinforced by the vertically arranged reinforcing plate, when the middle part has the deformation trend, the force is conducted to the inclined strut through the reinforcing plate, the inclined strut is further transmitted to the ground of the roadway in an evenly distributed loading mode through the anti-skid baffle, the two ends of the inclined strut are stressed, the middle bending moment is largest, the most flexible part is realized, so that the reverse support rods are arranged, four inclined struts on the same plane are cooperated, when one inclined strut has the bending trend, the force is transmitted to the reverse support rods through the crossed steel wire with the cross shape, and the reverse support rods, form a filling retaining wall which is mutually conducted and stressed, is buckled with each other in a ring way and has high efficiency and stability.
The above description is only a preferred embodiment of the present invention, and is not intended to limit the present invention in any way, and although the present invention has been disclosed with reference to the above preferred embodiment, but not to limit the present invention, any person skilled in the art can make some changes or modifications to equivalent embodiments without departing from the scope of the present invention, and any simple modification, equivalent change and modification made to the above embodiments by the technical spirit of the present invention still fall within the scope of the present invention.
Claims (10)
1. The utility model provides a novel detachable cyclic utilization fills barricade and builds device which characterized in that: the device comprises a baffle, a reinforcing plate for reinforcing and supporting the baffle and a supporting assembly;
the baffle comprises a bottom plate (101), transverse plates (102) and a top plate (103), the number of the transverse plates (102) is multiple, the bottom plate (101), the transverse plates (102) and the top plate (103) are sequentially spliced from bottom to top to form a roadway supporting section and are distributed in two rows, and at least one side of each of the bottom plate (101), the transverse plates (102) and the top plate (103) is embedded into a roadway rock mass (6);
the reinforcing plates are in a long strip plate shape and are arranged along the vertical direction of the supporting section of the roadway, the number of the reinforcing plates is three, the reinforcing plates are respectively arranged in the transverse middle parts of the left row of baffles and the right row of baffles and at the joints of the two rows of baffles, and the reinforcing plates are connected with the baffles in a fitting manner; the reinforcing plate comprises a plurality of rectangular vertical supporting plates (201) and a plurality of square vertical supporting plates (202), and the rectangular vertical supporting plates (201) and the square vertical supporting plates (202) are spliced to form a long-strip plate-shaped structure; the reinforcing plate is obliquely supported by the supporting component;
the supporting component comprises a thick inclined strut fixing rod (301), an inclined strut fixing rod (302), an anti-slip baffle (304) and a floor supporting plate (305), one end of the thick inclined strut fixing rod (301) is connected with the upper half part of the reinforcing plate, the other end of the thick inclined strut fixing rod is connected with the anti-slip baffle (304), one end of the inclined strut fixing rod (302) is connected with the lower half part of the reinforcing plate, the other end of the inclined strut fixing rod is connected with the anti-slip baffle (304), the anti-slip baffle (304) is vertically inserted into the horizontal ground of the roadway, one end of the floor supporting plate (305) is connected with the anti-slip baffle (304), and the other end of the floor supporting plate is inserted into the.
2. The novel detachable recyclable filling retaining wall construction device as claimed in claim 1, wherein: the bottom plate (101) is rectangular, the top plate (103) is semi-arc-shaped, the transverse plate (102) is rectangular or rectangular-like, the height of the bottom plate (101) is twice of that of the transverse plate (102), and the length of the rectangular vertical support plate (201) is twice of the side length of the square vertical support plate (202).
3. The novel detachable recyclable filling retaining wall construction device as claimed in claim 1, wherein: the terminal surface that bottom plate (101), diaphragm (102), roof (103) spliced mutually is equipped with indent formula rectangle recess (11) and evagination formula rectangle interface (12), and rectangle erects to put backup pad (201) and square erects to put backup pad (202) terminal surface of splicing mutually is equipped with indent formula rectangle recess (11) and evagination formula rectangle interface (12), indent formula rectangle recess (11) set up on the left side and the top side of board, and evagination formula rectangle interface (12) set up on the right side and the bottom side of board, indent formula rectangle recess (11) and evagination formula rectangle interface (12) match the butt joint.
4. The novel detachable recyclable filling retaining wall construction device as claimed in claim 3, wherein: the concave rectangular groove (11) and the convex rectangular interface (12) are both arranged in the middle of the plate thickness direction, and the thickness of the convex rectangular interface (12) is 4/10 of the plate thickness.
5. The novel detachable recyclable filling retaining wall construction device as claimed in claim 1, wherein: the universal wheel sets (4) are arranged on the bottom plate (101), and the number of the universal wheel sets (4) is four, and the four universal wheel sets are respectively arranged near four corners of the bottom plate (101).
6. The novel detachable recyclable filling retaining wall construction device as claimed in claim 1, wherein: two welding line fixing steel columns (406) are arranged on the bottom plate (101), are arranged close to one side edge of the rock body embedded into the bottom plate (101), and are vertically distributed up and down; each welded wire-fixing steel column (406) is composed of three sections, the length of each section is the same, the diameters of the two sections at the two ends are equal, and the diameter of one end in the middle is half of the diameters of the two sections at the two ends.
7. The novel detachable recyclable filling retaining wall construction device as claimed in claim 1, wherein: bottom plate (101), diaphragm (102), roof (103) all are equipped with movable handle (10), and all are equipped with two on every board, and movable handle (10) are connected on the face through pivot (13), and movable handle (10) can be at the face rotation 180.
8. The novel detachable recyclable filling retaining wall construction device as claimed in claim 1, wherein: the supporting component further comprises a reverse supporting rod (303), the inclined strut fixing rod (302) and the inclined strut fixing thick rod (301) are connected together through the reverse supporting rod (303), connecting points of the reverse supporting rod (303) and the inclined strut fixing rod (302) and the inclined strut fixing thick rod (301) are connected in a crossed cross-shaped winding mode through thickening steel wires (306), and one end of the reverse supporting rod (303) is connected with the bottom of the bottom plate (101).
9. The novel detachable recyclable filling retaining wall construction device as claimed in claim 1, wherein: a plurality of horizontal grooves (307) which are arranged in parallel are downwards arranged at the total height 3/4 of the anti-skid baffle (304), one end of the support floor (305) is inserted into the flat ground (5) of the roadway, and the other end of the support floor is clamped in the horizontal grooves (307).
10. The novel detachable recyclable filling retaining wall construction device as claimed in claim 5, wherein: the universal wheel set (4) comprises a disc (405), a round screw (404), a rotary connecting frame (403), a hexagon bolt (402) and a friction-resistant wheel (401), the disc (405) is welded on the bottom plate (101), the rotary connecting frame (403) is connected with the disc (405) through the round screw (404), and the friction-resistant wheel (401) is fixed on the rotary connecting frame (403) through the hexagon bolt (402).
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021769622.8U CN212428931U (en) | 2020-08-23 | 2020-08-23 | Novel detachable cyclic utilization fills barricade and builds device |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202021769622.8U CN212428931U (en) | 2020-08-23 | 2020-08-23 | Novel detachable cyclic utilization fills barricade and builds device |
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| Publication Number | Publication Date |
|---|---|
| CN212428931U true CN212428931U (en) | 2021-01-29 |
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| Application Number | Title | Priority Date | Filing Date |
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| CN202021769622.8U Expired - Fee Related CN212428931U (en) | 2020-08-23 | 2020-08-23 | Novel detachable cyclic utilization fills barricade and builds device |
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| CN (1) | CN212428931U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111980749A (en) * | 2020-08-23 | 2020-11-24 | 昆明理工大学 | Novel detachable recycling filling retaining wall construction device and method |
| CN113405827A (en) * | 2021-06-18 | 2021-09-17 | 武汉科技大学 | Fire smoke discharge test device and measurement system for V-shaped tunnel |
| CN111980749B (en) * | 2020-08-23 | 2024-10-22 | 昆明理工大学 | Novel detachable recycling filling retaining wall construction device and method |
-
2020
- 2020-08-23 CN CN202021769622.8U patent/CN212428931U/en not_active Expired - Fee Related
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN111980749A (en) * | 2020-08-23 | 2020-11-24 | 昆明理工大学 | Novel detachable recycling filling retaining wall construction device and method |
| CN111980749B (en) * | 2020-08-23 | 2024-10-22 | 昆明理工大学 | Novel detachable recycling filling retaining wall construction device and method |
| CN113405827A (en) * | 2021-06-18 | 2021-09-17 | 武汉科技大学 | Fire smoke discharge test device and measurement system for V-shaped tunnel |
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