CN112458926A - Fracture surface repairing method for maintaining viaduct - Google Patents

Fracture surface repairing method for maintaining viaduct Download PDF

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Publication number
CN112458926A
CN112458926A CN202011103571.XA CN202011103571A CN112458926A CN 112458926 A CN112458926 A CN 112458926A CN 202011103571 A CN202011103571 A CN 202011103571A CN 112458926 A CN112458926 A CN 112458926A
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China
Prior art keywords
repairing
layer
air
marble
viaduct
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CN202011103571.XA
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Chinese (zh)
Inventor
杨同伟
宁军楠
杨金花
张小亚
马岩
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Individual
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Priority to CN202011103571.XA priority Critical patent/CN112458926A/en
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    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D22/00Methods or apparatus for repairing or strengthening existing bridges ; Methods or apparatus for dismantling bridges
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01CCONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
    • E01C23/00Auxiliary devices or arrangements for constructing, repairing, reconditioning, or taking-up road or like surfaces
    • E01C23/06Devices or arrangements for working the finished surface; Devices for repairing or reconditioning the surface of damaged paving; Recycling in place or on the road
    • E01C23/09Devices or arrangements for working the finished surface; Devices for repairing or reconditioning the surface of damaged paving; Recycling in place or on the road for forming cuts, grooves, or recesses, e.g. for making joints or channels for markings, for cutting-out sections to be removed; for cleaning, treating, or filling cuts, grooves, recesses, or fissures; for trimming paving edges
    • E01C23/0966Devices or arrangements for working the finished surface; Devices for repairing or reconditioning the surface of damaged paving; Recycling in place or on the road for forming cuts, grooves, or recesses, e.g. for making joints or channels for markings, for cutting-out sections to be removed; for cleaning, treating, or filling cuts, grooves, recesses, or fissures; for trimming paving edges for filling or priming, with or without working the surface of the filling or applying particulate material thereto, e.g. for filling the joints of stone-sett paving
    • E01C23/0973Devices or arrangements for working the finished surface; Devices for repairing or reconditioning the surface of damaged paving; Recycling in place or on the road for forming cuts, grooves, or recesses, e.g. for making joints or channels for markings, for cutting-out sections to be removed; for cleaning, treating, or filling cuts, grooves, recesses, or fissures; for trimming paving edges for filling or priming, with or without working the surface of the filling or applying particulate material thereto, e.g. for filling the joints of stone-sett paving with liquid or semi-liquid materials, e.g. crack sealants
    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01DCONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D19/00Structural or constructional details of bridges
    • E01D19/12Grating or flooring for bridges; Fastening railway sleepers or tracks to bridges
    • E01D19/125Grating or flooring for bridges

Abstract

The invention discloses a repairing method of a fracture surface for maintaining a viaduct, belonging to the field of bridge construction, and the repairing method of the fracture surface for maintaining the viaduct is characterized in that a self-attaching repairing paste is arranged to directly lay the repairing paste on a crack, and then the repairing paste is pressed by a heavy object, so that a repairing liquid storage ball, an interlayer marble and an interlayer repairing bag are broken, an outer repairing layer, a repairing interlayer and an inner repairing layer can be sequentially formed in the crack from top to bottom, compared with the prior art that the repairing efficiency of the crack is obviously improved by coating the repairing paste layer by layer, the workload of workers is reduced, the influence on traffic is small, meanwhile, in the repairing process, the double-layer structure of the liquid storage ball can be repaired, on one hand, the repairing liquid storage ball can be used as an air cushion, the asphalt quicksand in the repairing liquid storage ball is not easy to leak in the transportation process, on the other hand, the air can enable an air, thereby accelerating the formation of the repair interlayer and obviously improving the repair efficiency.

Description

Fracture surface repairing method for maintaining viaduct
Technical Field
The invention relates to the field of bridge construction, in particular to a fracture surface repairing method for maintaining a viaduct.
Background
Viaducts, i.e. overpasses, a type of bridge. In particular to a bridge which is laid on a series of narrow reinforced concrete or masonry arches, has a high-support tower or pillar, and spans a valley, a river, a road or other low obstacles. After the city is developed, the traffic is crowded, the buildings are dense, the streets are difficult to widen, and the traffic density can be evacuated by adopting the bridge, so that the transportation efficiency is improved. In addition, in the case of highways or railways between cities, such bridges are used in order to avoid crossing with other line levels, save land, reduce subgrade settlement (in some areas), or to eliminate the need for embankments. The viaduct not only refers to a physical bridge, but also is compared with difficulties, frustrations and the like.
The superstructure of the overhead line bridge generally adopts a simple beam or a continuous beam (or a rigid frame), and a cantilever beam is rare. When the simply supported beam is used, the simply supported beam with continuous bridge deck is often made in order to ensure smooth travelling of the bridge deck. If the continuous beam and the pier top are rigidly connected, the continuous rigid bridge is formed. When the span of the bridge is not large, two sides of the box-shaped section extend out of the bridge deck to enlarge the bridge deck, and a narrow pier is used below the box-shaped section to form a spine-type structure.
Along with the extension of the service life of the viaduct, a bridge deck can generate certain broken joints under long-term heavy pressing, the formation of the broken joints needs to be repaired in time, the expansion of the broken joints is restrained, the existing crack repair usually needs to coat a plurality of layers of repairing agents on the cracks, the repair construction is carried out layer by layer, the efficiency of the crack repair mode is low, and the influence on the traffic smoothness is large.
Disclosure of Invention
1. Technical problem to be solved
Aiming at the problems in the prior art, the invention aims to provide a fracture surface repairing method for overhead bridge maintenance, which is characterized in that a self-attaching repairing paste is arranged and directly paved on a crack, then the self-attaching repairing paste is pressed by a heavy object, so that a repairing liquid storage ball, an interlayer marble and an interlayer repairing bag are broken, an outer repairing layer, a repairing interlayer and an inner repairing layer can be sequentially formed in the crack from top to bottom, compared with the prior art that the repairing liquid storage ball, the repairing interlayer and the inner repairing layer are coated layer by layer, the repairing efficiency of the crack is obviously improved, the workload of workers is reduced, meanwhile, the influence on traffic is small, meanwhile, in the repairing process, a double-layer structure of the repairing liquid storage ball can be used as an air cushion, the asphalt quicksand in the repairing liquid storage ball is effectively protected in the transportation process, and on the other hand, the air can enable an air hardening repairing agent to accelerate the formation of the repairing interlayer, the repair efficiency is obviously improved.
2. Technical scheme
In order to solve the above problems, the present invention adopts the following technical solutions.
A fracture repairing method for maintaining based on a viaduct comprises the following steps:
s1, firstly, carrying out ash removal treatment on a fracture joint on the bridge deck of the viaduct;
s2, laying the self-bonding repairing paste on the crack along the track of the crack, and adjusting the position to enable the self-bonding repairing paste to be located in the crack;
s3, uniformly extruding the self-adhesive repairing paste by using a heavy object to enable the air and water in the self-adhesive repairing paste to overflow;
s31, making water and the hydraulic repairing agent contact with each other to form a micro-hardened external repairing layer;
s32, making the air and the air hardening mending agent contact with each other to form a hardened mending interlayer;
s33, overflowing the asphalt quicksand, and infiltrating into the fracture joint to form an inner repairing layer;
s4, uncovering the upper half part of the self-adhesive repairing paste to completely expose the outer repairing layer in the air, and continuously hardening the outer repairing layer in the air;
and S5, finally coating a waterproof layer on the surface of the outer repairing layer to finish repairing of the fracture joint on the bridge surface of the viaduct.
Further, repair from laminating and paste including repairing piece, repair a plurality of restoration liquid storage balls that contact each other of piece lower extreme fixedly connected with, adjacent two repair and be equipped with intermediate layer marble between the liquid storage ball, the rigid mending agent of air fills in intermediate layer marble, intermediate layer marble and repair piece fixed connection, and intermediate layer marble and two adjacent restoration liquid storage ball squeeze contact, when carrying out S3, under the noon effect, restore liquid storage ball, intermediate layer marble, intermediate layer repair bag and blister ball can break to make the repair material spill over, can carry out the multilayer to fracture seam department in step and repair, compare in prior art one layer upon layer coating, efficiency is higher.
Further, repair the piece including with repairing stock solution ball fixed connection at the nylon layer and bonding the shell fragment layer in nylon layer upper end, it has a plurality of evenly distributed's intermediate layer to repair the bag to inlay between nylon layer and the shell fragment layer, hydraulic nature healant fills in the intermediate layer is repaired the bag, and when the intermediate layer is repaired the bag and is ruptured with the blister ball, the intermediate layer is repaired the bag and can be with blister ball contact after, certain sclerosis can take place to make the outer repair layer intensity of formation strengthen gradually.
Furthermore, the inside of the shrapnel layer is inlaid with a plurality of uniformly distributed water-soaked balls, the water-soaked balls are filled with water, the nylon layer and the shrapnel layer are made of porous materials, after the water-soaked balls are broken, the water inside the water-soaked balls overflows and can permeate downwards along gaps of the shrapnel layer and the nylon layer, so that the water-soaked balls are contacted with a hydraulic repairing agent overflowing from the interlayer repairing bag and permeate downwards together to be fully soaked in the nylon layer, and the density and the strength of the outer repairing layer are higher.
Further, the repairing liquid storage ball comprises an air storage inner drum end and an air storage shaping end fixedly connected to the upper end of the air storage inner drum end, the air storage shaping end is fixedly connected with the nylon layer, asphalt quicksand is filled in the air storage inner drum end and the air storage shaping end, and the asphalt quicksand is formed by mixing asphalt liquid and nano waterproof particles according to a volume ratio of 2-3: 1.
Further, drum end and gas storage design end are bilayer structure in the gas storage, and the inside saturated packing of bilayer structure of the two has the air, the drum end is made for elastic material in the gas storage, the gas storage design end is made for hard material, and the air in its bilayer structure can be used as the air cushion on the one hand, effectively protects in the transportation, restores the interior pitch drift sand of stock solution ball and is difficult for leaking, and its air of on the other hand can make the hard healant of air harden even the sclerosis to repair interbedded formation with higher speed, showing and improving repair efficiency.
Further, the bottom end of the inner layer of the inner drum end of the gas storage is fixedly connected with an inner fixed bouncing ball, a central hard ball is embedded in the inner fixed bouncing ball, the lower end of the central hard ball is fixedly connected with an embedded thorn rod, the inner drum end of the gas storage deforms under the action of extrusion of a heavy object, the gas storage shaping end gradually approaches to the inner fixed bouncing ball, so that extrusion force is generated on the bottom of the inner layer of the inner drum end of the gas storage, two layers of the inner drum end of the gas storage gradually approach to each other until the two layers contact each other, the inner drum end of the gas storage in overlapped contact with each other is positioned between a crack and the inner fixed bouncing ball, the embedded thorn rod gradually penetrates through the inner fixed bouncing ball and the inner drum end of the gas storage under the action of the extrusion of the heavy object, asphalt quicksand in the inner
Furthermore, the inner fixed bouncing ball is made of elastic materials, and the length of the lower end part of the embedded pricking rod from the edge of the inner fixed bouncing ball is not less than half of the radius of the inner fixed bouncing ball, so that when the inner fixed bouncing ball just generates extrusion force on the inner air storage drum end of the inner layer, the embedded pricking rod in the inner fixed bouncing ball is not easy to be stressed and penetrates through the inner fixed bouncing ball.
Further, it has a plurality of through layers to inlay on the gas storage design end skin, through layer outer fixedly connected with outsourcing shell fragment, when the drum end inlayer in the extrusion gas storage, can produce the extrusion force to its inside air to make the air remove to gas storage design end department, the air passes through in the penetrating layer gets into the outsourcing shell fragment, can produce the extrusion force to the outsourcing shell fragment, makes it not rise brokenly, thereby makes the air can with the air hard healant contact that overflows in the intermediate layer marble, repair interbedded formation with higher speed.
3. Advantageous effects
Compared with the prior art, the invention has the advantages that:
(1) this scheme is through the setting of repairing the subsides from laminating, directly lay it on the crack, then suppress with the heavy object, make and restore the stock solution ball, intermediate layer marble and intermediate layer repair bag break, thereby can form outer repair layer from last to down in proper order in the crack, repair intermediate layer and interior repair layer, compare in prior art coating layer upon layer, repair efficiency to the crack is showing and is improving, staff's work load has been reduced, simultaneously also less to the influence of traffic, simultaneously at the repair in-process, repair the bilayer structure of stock solution ball, can be used as the air cushion on the one hand, effective protection is in the transportation, it is difficult for leaking to restore pitch drift sand in the stock solution ball, on the other hand its air can make the air hardness repair agent even harden, thereby repair interbedded formation with higher speed, show and improve repair efficiency.
(2) From laminating repair paste including repairing the piece, repair a plurality of restoration liquid storage balls of mutual contact of piece lower extreme fixedly connected with, be equipped with intermediate layer marble between two adjacent restoration liquid storage balls, the air hardness healant is filled in intermediate layer marble, intermediate layer marble and repair piece fixed connection, and intermediate layer marble and two adjacent restoration liquid storage ball extrusion contact, when carrying out S3, under the noon effect, restore the liquid storage ball, intermediate layer marble, intermediate layer repair bag and blister ball can break, thereby make the repair material spill over, can carry out the multilayer to fracture seam department in step and repair, compare in prior art one layer upon layer coating, efficiency is higher.
(3) Repair the piece including with repair stock solution ball fixed connection at the nylon layer and bond the shell fragment layer in nylon layer upper end, inlay between nylon layer and the shell fragment layer and have a plurality of evenly distributed's intermediate layer repair bag, hydraulic nature healant is filled in the intermediate layer repair bag, repairs bag and blister ball when the intermediate layer and breaks, and the intermediate layer is repaired the bag and can be contacted the back with the blister ball, can take place certain sclerosis to make the outer repair layer intensity of formation strengthen gradually.
(4) The shell fragment layer is internally inlaid with a plurality of evenly distributed bubble balls, the bubble balls are filled with water, the nylon layer and the shell fragment layer are made of porous materials, and after the bubble balls are broken, the water in the bubble balls overflows and can permeate downwards along gaps of the shell fragment layer and the nylon layer, so that the bubble balls are contacted with a hydraulic repairing agent overflowing from the interlayer repairing bag and permeate downwards together to be fully soaked in the nylon layer, and the density and the strength of the outer repairing layer are higher.
(5) The repairing liquid storage ball comprises a gas storage inner drum end and a gas storage shaping end fixedly connected to the upper end of the gas storage inner drum end, the gas storage shaping end is fixedly connected with the nylon layer, asphalt quicksand is filled in the gas storage inner drum end and the gas storage shaping end, and the asphalt quicksand is formed by mixing asphalt liquid and nano waterproof particles according to a volume ratio of 2-3: 1.
(6) The air in the double-layer structure can be used as an air cushion to effectively protect the asphalt quicksand in the repairing liquid storage ball from being leaked easily in the transportation process, and the air can enable the air-hardness repairing agent to be hardened, so that the formation of a repairing interlayer is accelerated, and the repairing efficiency is remarkably improved.
(7) The bottom end of the inner layer of the inner drum end of the gas storage is fixedly connected with an inner fixed marble, a central hard ball is embedded in the inner fixed marble, the lower end of the central hard ball is fixedly connected with an embedded thorn rod, the inner drum end of the gas storage deforms under the action of extrusion of a heavy object, the gas storage shaping end gradually approaches to the inner fixed marble, so that extrusion force is generated on the bottom of the inner layer of the inner drum end of the gas storage, two layers of the inner drum end of the gas storage gradually approach until contact is achieved, the air storage inner drum end which is in overlapped contact at the moment is located between a crack and the inner fixed marble, and under the action of extrusion of the heavy object, the embedded thorn rod gradually penetrates through the inner fixed marble and the inner drum end of the gas storage under the abutting force, so that asphalt quicksand in the
(8) The inner fixed bouncing ball is made of elastic materials, the length of the lower end part of the embedded thorn rod from the edge of the inner fixed bouncing ball is not less than half of the radius of the inner fixed bouncing ball, so that when the inner fixed bouncing ball just generates extrusion force on the end of the inner air storage inner drum of the inner layer, the embedded thorn rod in the inner fixed bouncing ball is not easy to be stressed and penetrates through the inner fixed bouncing ball.
(9) The outer layer of the air storage shaping end is inlaid with a plurality of penetrating layers, the outer layer of the penetrating layers is fixedly connected with the outer-wrapping elastic sheet, when the inner layer of the inner end of the air storage inner drum end is extruded, extrusion force can be generated on the air inside the outer-wrapping elastic sheet, so that the air moves towards the air storage shaping end, the air penetrates through the penetrating layers to enter the outer-wrapping elastic sheet, the extrusion force can be generated on the outer-wrapping elastic sheet, the outer-wrapping elastic sheet is not broken by expansion, and the air can be in contact with an air hardness repairing agent overflowing from the interlayer elastic ball.
Drawings
FIG. 1 is a principal flow diagram of the present invention;
FIG. 2 is a schematic structural view of the front surface of the self-adhesive patch of the present invention;
FIG. 3 is a schematic cross-sectional view of the self-adhesive patch of the present invention;
FIG. 4 is a schematic structural diagram of a repairing liquid storage ball of the present invention;
fig. 5 is a schematic view of the structure at a in fig. 4.
The reference numbers in the figures illustrate:
the device comprises a repairing sheet 1, a nylon layer 11, a marble layer 12, a repairing liquid storage ball 2, an inner air storage drum end 21, an inner air storage shaping end 22, an interlayer marble ball 3, a penetration layer 51, an outer packaging marble piece 52, an inner fixed marble ball 6, a central hard ball 71, an embedded thorn rod 72, an interlayer repairing bag 8 and a water bubble ball 9.
Detailed Description
The drawings in the embodiments of the invention will be combined; the technical scheme in the embodiment of the invention is clearly and completely described; obviously; the described embodiments are only some of the embodiments of the invention; but not all embodiments, are based on the embodiments of the invention; all other embodiments obtained by a person skilled in the art without making any inventive step; all fall within the scope of protection of the present invention.
In the description of the present invention, it should be noted that the terms "upper", "lower", "inner", "outer", "top/bottom", and the like indicate orientations or positional relationships based on those shown in the drawings, and are only for convenience of description and simplification of description, but do not indicate or imply that the referred device or element must have a specific orientation, be constructed in a specific orientation, and be operated, and thus should not be construed as limiting the present invention. Furthermore, the terms "first" and "second" are used for descriptive purposes only and are not to be construed as indicating or implying relative importance.
In the description of the present invention, it should be noted that, unless otherwise explicitly specified or limited, the terms "mounted," "disposed," "sleeved/connected," "connected," and the like are to be construed broadly, e.g., "connected," which may be fixedly connected, detachably connected, or integrally connected; can be mechanically or electrically connected; they may be connected directly or indirectly through intervening media, or they may be interconnected between two elements. The specific meanings of the above terms in the present invention can be understood in specific cases to those skilled in the art.
Example 1:
referring to fig. 1, a method for repairing a fracture surface based on viaduct maintenance includes the following steps:
s1, firstly, carrying out ash removal treatment on a fracture joint on the bridge deck of the viaduct;
s2, laying the self-bonding repairing paste on the crack along the track of the crack, and adjusting the position to enable the self-bonding repairing paste to be located in the crack;
s3, uniformly extruding the self-adhesive repairing paste by using a heavy object to enable the air and water in the self-adhesive repairing paste to overflow;
s31, making water and the hydraulic repairing agent contact with each other to form a micro-hardened external repairing layer;
s32, making the air and the air hardening mending agent contact with each other to form a hardened mending interlayer;
s33, overflowing the asphalt quicksand, and infiltrating into the fracture joint to form an inner repairing layer;
s4, uncovering the upper half part of the self-adhesive repairing paste to completely expose the outer repairing layer in the air, and continuously hardening the outer repairing layer in the air;
and S5, finally coating a waterproof layer on the surface of the outer repairing layer to finish repairing of the fracture joint on the bridge surface of the viaduct.
Referring to fig. 2, the self-adhesive repair patch includes a repair patch 1, a plurality of repair liquid storage balls 2 in contact with each other are fixedly connected to the lower end of the repair patch 1, an interlayer marble 3 is disposed between two adjacent repair liquid storage balls 2, an air-setting repair agent is filled in the interlayer marble 3, the interlayer marble 3 is fixedly connected to the repair patch 1, and the interlayer marble 3 is in pressing contact with the two adjacent repair liquid storage balls 2, when S3 is performed, the repair liquid storage balls 2, the interlayer marble 3, the interlayer repair bag 8 and the water bubble ball 9 are broken under the action of noon, so that a repair material overflows, and a multi-layer repair can be performed on a broken seam in a synchronous manner.
Referring to fig. 3, the repairing patch 1 includes a nylon layer 11 fixedly connected to a repairing liquid storage ball 2 and a spring sheet layer 12 adhered to the upper end of the nylon layer 11, a plurality of interlayer repairing bags 8 uniformly distributed are embedded between the nylon layer 11 and the spring sheet layer 12, a hydraulic repairing agent is filled in the interlayer repairing bags 8, a plurality of water bubble balls 9 uniformly distributed are embedded in the spring sheet layer 12, water is filled in the water bubble balls 9, the nylon layer 11 and the spring sheet layer 12 are made of porous materials, after the water bubble balls 9 are broken, water in the water bubble balls overflows and can penetrate downwards along gaps between the spring sheet layer 12 and the nylon layer 11, so as to contact with the hydraulic repairing agent overflowing from the interlayer repairing bags 8 and infiltrate together to fill the nylon layer 11, and the density and strength of the outer repairing layer are high.
Referring to fig. 4, the repairing liquid storage ball 2 includes an inner air storage drum end 21 and an inner air storage shaping end 22 fixedly connected to the upper end of the inner air storage drum end 21, the inner air storage shaping end 22 is fixedly connected to a nylon layer 11, the inner air storage drum end 21 and the inner air storage shaping end 22 are filled with asphalt quicksand, the asphalt quicksand is formed by mixing asphalt liquid and nano waterproof particles according to a volume ratio of 2-3:1, the inner air storage drum end 21 and the inner air storage shaping end 22 are both of a double-layer structure, the double-layer structure of the inner air storage drum end and the inner air storage shaping end is filled with air in a saturated manner, the inner air storage drum end 21 is made of an elastic material, the inner air storage shaping end 22 is made of a hard material, and air in the double-layer structure can be used as an air cushion to effectively protect the asphalt quicksand in the repairing liquid storage ball 2 from leaking out in the, the repairing efficiency is obviously improved;
the bottom end of the inner layer of the gas storage inner drum end 21 is fixedly connected with an inner fixed bouncing ball 6, a central hard ball 71 is embedded in the inner fixed bouncing ball 6, the lower end of the central hard ball 71 is fixedly connected with an embedded thorn rod 72, the gas storage inner drum end 21 deforms under the action of weight extrusion, the gas storage shaping end 22 gradually approaches the inner fixed bouncing ball 6, so that extrusion force is generated on the bottom of the inner layer of the gas storage inner drum end 21, two layers of the gas storage inner drum end 21 gradually approach until contact is achieved, the gas storage inner drum end 21 which is in overlapped contact is positioned between a crack and the inner fixed bouncing ball 6, under the action of weight extrusion, the embedded thorn rod 72 gradually penetrates through the inner fixed bouncing ball 6 and the gas storage inner drum end 21 under abutting force, so that asphalt flowing sand in the inner fixed bouncing ball overflows, the crack of the lower layer is filled, the repairing effect is achieved, the inner fixed bouncing ball 6 is made of elastic material, the length of the lower end part of the embedded thorn rod 72 from the edge of the inner, when the inner fixed marble 6 just generates extrusion force to the inner air storage drum end 21 of the inner layer, the embedded pricking rod 72 inside the inner fixed marble is not easy to be stressed and penetrates through the inner fixed marble 6.
Referring to fig. 5, a plurality of transparent layers 51 are embedded on the outer layer of the air storage shaping end 22, an outer shell spring 52 is fixedly connected to the outer end of each transparent layer 51, when the inner layer of the air storage inner drum end 21 is squeezed, squeezing force is generated on air inside the inner layer, so that the air moves towards the air storage shaping end 22, the air passes through the transparent layers 51 and enters the outer shell spring 52, squeezing force can be generated on the outer shell spring 52, the outer shell spring is not broken, and therefore the air can be in contact with the air hard repairing agent overflowing from the interlayer marble 3, and the formation of the interlayer is repaired at an accelerated speed.
Through the setting of pasting the mending paste certainly, directly lay it on the crack, then suppress with the heavy object, make and restore liquid storage ball 2, intermediate layer marble 3 and intermediate layer mending bag 8 break, thereby can form outer mending layer from last to down in proper order in the crack, mend intermediate layer and interior mending layer, compare in prior art one-layer-by-one coating, it is showing the improvement to the mending efficiency of crack, staff's work load has been reduced, simultaneously also less to the influence of traffic, simultaneously at the mending in-process, the bilayer structure of restoreing liquid storage ball 2, on the one hand can be used as the air cushion, effective protection is in the transportation, it is difficult for leaking to restore the interior pitch drift sand of liquid storage ball 2, on the other hand its air can make even harden of air hardening mending agent, thereby accelerate the formation of mending the intermediate layer, it is showing and improves mending efficiency.
The above; but are merely preferred embodiments of the invention; the scope of the invention is not limited thereto; any person skilled in the art is within the technical scope of the present disclosure; the technical scheme and the improved concept of the invention are equally replaced or changed; are intended to be covered by the scope of the present invention.

Claims (9)

1. A section repairing method for maintaining based on a viaduct is characterized in that: the method comprises the following steps:
s1, firstly, carrying out ash removal treatment on a fracture joint on the bridge deck of the viaduct;
s2, laying the self-bonding repairing paste on the crack along the track of the crack, and adjusting the position to enable the self-bonding repairing paste to be located in the crack;
s3, uniformly extruding the self-adhesive repairing paste by using a heavy object to enable the air and water in the self-adhesive repairing paste to overflow;
s31, making water and the hydraulic repairing agent contact with each other to form a micro-hardened external repairing layer;
s32, making the air and the air hardening mending agent contact with each other to form a hardened mending interlayer;
s33, overflowing the asphalt quicksand, and infiltrating into the fracture joint to form an inner repairing layer;
s4, uncovering the upper half part of the self-adhesive repairing paste to completely expose the outer repairing layer in the air, and continuously hardening the outer repairing layer in the air;
and S5, finally coating a waterproof layer on the surface of the outer repairing layer to finish repairing of the fracture joint on the bridge surface of the viaduct.
2. The viaduct beam maintenance-based fracture repair method according to claim 1, wherein: the self-attaching repairing paste comprises a repairing piece (1), wherein a plurality of repairing liquid storage balls (2) which are in mutual contact are fixedly connected to the lower end of the repairing piece (1) and are adjacent to each other, an interlayer marble (3) is arranged between the repairing liquid storage balls (2), the air hardness repairing agent is filled in the interlayer marble (3), the interlayer marble (3) is fixedly connected with the repairing piece (1), and the interlayer marble (3) is in extrusion contact with the two adjacent repairing liquid storage balls (2).
3. The viaduct beam maintenance-based fracture repair method according to claim 2, wherein: repair piece (1) including with repair liquid storage ball (2) fixed connection at nylon layer (11) and bond bullet piece layer (12) in nylon layer (11) upper end, it has a plurality of evenly distributed's intermediate layer to repair bag (8) to inlay between nylon layer (11) and bullet piece layer (12), hydraulic nature healant is filled in intermediate layer repair bag (8).
4. The viaduct beam maintenance-based fracture repair method according to claim 3, wherein: the elastic sheet layer (12) is internally inlaid with a plurality of uniformly distributed water bubble balls (9), the water bubble balls (9) are filled with water, and the nylon layer (11) and the elastic sheet layer (12) are both made of porous materials.
5. The viaduct beam maintenance-based fracture repair method according to claim 2, wherein: the repairing liquid storage ball (2) comprises a gas storage inner drum end (21) and a gas storage shaping end (22) fixedly connected to the upper end of the gas storage inner drum end (21), the gas storage shaping end (22) is fixedly connected with the nylon layer (11), and asphalt quicksand is filled inside the gas storage inner drum end (21) and the gas storage shaping end (22).
6. The viaduct beam maintenance-based fracture repair method according to claim 5, wherein: the air storage inner drum end (21) and the air storage shaping end (22) are both of a double-layer structure, air is filled in the double-layer structure in a saturated mode, the air storage inner drum end (21) is made of elastic materials, and the air storage shaping end (22) is made of hard materials.
7. The viaduct beam maintenance-based fracture repair method according to claim 6, wherein: the bottom end of the inner layer of the air storage inner drum end (21) is fixedly connected with an inner fixed marble (6), a central hard ball (71) is embedded in the inner fixed marble (6), and an embedded thorn rod (72) is fixedly connected to the lower end of the central hard ball (71).
8. The viaduct beam maintenance-based fracture repair method according to claim 7, wherein: the inner fixed marble (6) is made of elastic materials, and the length of the lower end part of the embedded thorn rod (72) from the edge of the inner fixed marble (6) is not less than half of the radius of the inner fixed marble (6).
9. The viaduct beam maintenance-based fracture repair method according to claim 6, wherein: a plurality of transparent layers (51) are embedded on the outer layer of the gas storage shaping end (22), and outer wrapping elastic sheets (52) are fixedly connected to the outer ends of the transparent layers (51).
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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112878213A (en) * 2021-03-30 2021-06-01 何怡 Self-plugging concrete bridge deck maintenance process
CN113175111A (en) * 2021-04-02 2021-07-27 南通根博新材料科技有限公司 Building top heat-insulation board with self-joint-repairing function

Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN202482745U (en) * 2011-11-30 2012-10-10 矢岛浩二 Repairing patch for asphalt road
CN105568834A (en) * 2015-12-10 2016-05-11 交通运输部公路科学研究所 Bituminous pavement pit slot repairing paste and method for repairing bituminous pavement
CN206501535U (en) * 2017-01-23 2017-09-19 长安大学 A kind of bituminous paving self-healing affixing kerfs belt
KR101805764B1 (en) * 2017-06-08 2018-01-10 (주)에이알앤씨 A Self-Adhesive Tape for Road Repairing and Water-Proofing and Manufacturing Method Thereof
JP2020084720A (en) * 2018-11-30 2020-06-04 浩二 矢島 Mat type pavement repair material
CN111676760A (en) * 2020-07-10 2020-09-18 西藏天路股份有限公司 Pavement crack filling and repairing structure and pavement crack filling and repairing method

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN202482745U (en) * 2011-11-30 2012-10-10 矢岛浩二 Repairing patch for asphalt road
CN105568834A (en) * 2015-12-10 2016-05-11 交通运输部公路科学研究所 Bituminous pavement pit slot repairing paste and method for repairing bituminous pavement
CN206501535U (en) * 2017-01-23 2017-09-19 长安大学 A kind of bituminous paving self-healing affixing kerfs belt
KR101805764B1 (en) * 2017-06-08 2018-01-10 (주)에이알앤씨 A Self-Adhesive Tape for Road Repairing and Water-Proofing and Manufacturing Method Thereof
JP2020084720A (en) * 2018-11-30 2020-06-04 浩二 矢島 Mat type pavement repair material
CN111676760A (en) * 2020-07-10 2020-09-18 西藏天路股份有限公司 Pavement crack filling and repairing structure and pavement crack filling and repairing method

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN112878213A (en) * 2021-03-30 2021-06-01 何怡 Self-plugging concrete bridge deck maintenance process
CN113175111A (en) * 2021-04-02 2021-07-27 南通根博新材料科技有限公司 Building top heat-insulation board with self-joint-repairing function

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