Construction protection component and construction method thereof

Abstract

The invention relates to the related technical field of tunnel ground waterproof construction, in particular to a construction protection component and a construction method thereof.The construction protection component comprises a total framework, an arch component and an iron plate, rubber plates are attached to the periphery of the surface of the total framework, and the arch component is arranged above the total framework in a sleeving mode; a fixing bolt penetrates through the center of the front face of the arch-shaped component, rubber strips are attached to the two sides of the inner surface of the total framework, a hoisting iron block is attached to the lower surface of the total framework, a fastener is arranged below the hoisting iron block, a fixing nut is welded to the lower surface of the fastener, clamps are arranged on the two sides of the fastener, and the clamps are arranged on the lower surface of the total framework. One side of the clamp is fixedly connected with a connecting piece, and one side of the connecting piece is fixedly connected with a steel pipe. According to the construction protection component and the construction method thereof, the overall structure is simple and convenient to install, and the traffic capacity and the driving safety in the waterproof repair process of the tunnel pavement can be well ensured.

Description

Technical Field

[0001] The present invention relates to the technical field related to tunnel waterproofing construction, and in particular to a construction protection component and a construction method thereof. Background Art

[0002] Tunnel crack structures mainly appear in expansion joints, tunnel asphalt pavement and crash barriers on both sides of the tunnel. Among them, cracking of tunnel ground expansion joints is a common problem in tunnel waterproof repair projects. Cracks may be caused by temperature differences between the inside and outside of the concrete. Cracks may also appear between new and old construction joints. This type of crack is mainly affected by tension. It may also be caused by uneven settlement of structures due to geological structure. The existing crack repair is mainly through grouting repair and surface sealing repair. Crack repair is mainly through material selection. Different materials will affect the repair effect and durability.

[0003] In the current process of tunnel crack repair, waterproofing is basically carried out first, and then grouting is directly used to repair the cracks. This repair method has poor structural stability and is prone to cause new cracks at the joints of new and old repairs. Summary of the invention

[0004] The purpose of the present invention is to provide a construction protection component and a construction method thereof, in order to overcome the technical background that in the current process of tunnel crack repair, waterproofing treatment is basically performed first, and then grouting is directly performed to repair the cracks. This repair method has poor structural stability and is prone to new cracks at the connection between new and old repairs.

[0005] To achieve the above-mentioned purpose, the present invention provides the following technical solutions: a construction protection component and a construction method thereof, a construction protection component, comprising a general frame, an arched member and an iron plate, a rubber plate is attached to one side of the surface of the general frame, an arched member is sleeved on the top of the general frame, a fixing bolt is penetrated on one side of the surface of the arched member, rubber strips are attached to both sides of the inner surface of the general frame, a hoisting iron block is attached to the lower surface of the general frame, a fastener is arranged below the hoisting iron block, a fixing nut is welded to the lower surface of the fastener, clamps are arranged on both sides of the fastener, a connector is fixedly connected to one side of the clamp, a steel pipe is fixedly connected to one side of the connector, an iron plate is threadedly connected to one end of the steel pipe, a rubber pad is bonded to the surface of the iron plate, a hexagon socket bolt is penetrated on one side of the surface of the general frame, a threaded hole is opened on one end surface of the hexagon socket bolt, locking members are threadedly connected to both sides of the fastener, a steel chain is arranged at one end of the locking member, and lock buckles are connected to both ends of the steel chain, and one end of one group of the lock buckles is connected to a ground nail.

[0006] Preferably, one end of the fixing bolt passes through the arched member and is threadedly connected to the threaded hole. The size of the arched member is consistent with the size of the road crack and is flush with the road surface.

[0007] Preferably, the rubber strip is an L-shaped structure, the hoisting iron block fits tightly with the rubber strip, and the opening position of the hoisting iron block corresponds to the opening position of the fastener.

[0008] Preferably, the slot of the clamp is arranged obliquely, and the fastener slides at one end of the clamp and drives the clamp to move laterally.

[0009] Preferably, one end of the hexagon socket bolt passes through the overall frame, the lifting iron block and the fastener and is threadedly connected to the fixing nut, and the position of the threaded hole corresponds to the position of the hole on the surface of the arched component.

[0010] A construction method for a construction protection component, the specific steps are as follows:

[0011] S1. First, a regular rectangular crack groove with a width of about 20 cm is excavated at the water seepage cracks on the tunnel pavement;

[0012] S2. Then, in the crack groove that has been cleaned, apply the interface agent, seal the bottom layer, seal the waterproof layer, reinforce the base surface waterproofing, and protect the waterproof layer system in sequence;

[0013] Among them, the interface agent is applied, the bottom layer is sealed by using polyurethane isolation strips, the waterproof sealing is waterproof sealing by using ZNJC high elastic structural adhesive, the base surface waterproof reinforcement includes laying ZNJC high durable waterproof sealing tape, and the waterproof layer system protection is the application of elastic polyurea waterproof coating;

[0014] S3. Since it takes at least 5 days to complete the above waterproof repair process, in order to ensure the traffic capacity of the road during the construction process, it is necessary to put the main frame in during the interval of the process implementation, and then rotate the hexagon socket bolts, and drive the fasteners to move upward at one end of the fixture through the cooperation of the hexagon socket bolts and the fixing nuts;

[0015] S4. The clamp moves to both sides under the push of the fastener, and at the same time drives the iron plate to bulge outward, so that the iron plate can press the side surface of the crack through the rubber pad until it is completely fixed;

[0016] S5. Finally, the arched member is placed on the outside of the main frame and is tightened by fixing bolts to complete the installation of the protective member.

[0017] S6. During the waterproofing construction process, according to the material curing time and construction time, the components at the cracks and grooves are put in, taken out, and put in as a whole. After all the waterproofing processes are completed, the components are taken out and filled with hot-mixed asphalt gravel that meets the requirements to restore the road surface.

[0018] Preferably, the arched member is hard and elastic, and the weight of the arched member is ≥35 kg.

[0019] Compared with the prior art, the present invention has the following beneficial effects:

[0020] 1. The overall structure is simple and convenient to install, which completely solves the industry pain points and social problems of tunnel pavement repair and inability to pass normally, thereby promoting national development and construction;

[0021] 2. The steel plates on both sides of the main frame can be extended to the sides of the cracks, so as to better fix the overall structure and avoid potential driving safety hazards;

[0022] 3. A rubber layer is set on the asphalt surface of the steel plate to increase friction and protect the asphalt pavement on both sides. BRIEF DESCRIPTION OF THE DRAWINGS

[0023] Figure 1 This is a schematic diagram of the overall appearance structure of the construction protection component of the present invention;

[0024] Figure 2 This is a schematic diagram of the exploded structure of the construction protection component of the present invention;

[0025] Figure 3 This is a schematic diagram of the structure of the iron block and the fasteners cooperating with each other for the construction protection component of the present invention;

[0026] Figure 4 This is a schematic diagram of the cross-sectional structure of the overall skeleton of the construction protection component of the present invention;

[0027] Figure 5 This is a schematic diagram of the structure of the construction protection component clamp, the connecting piece and the steel pipe cooperating with each other in the present invention;

[0028] Figure 6 This is a schematic diagram of the structure of the fastener and the clamp cooperating with each other in the construction protection component of the present invention;

[0029] Figure 7 This is a schematic diagram of the overall skeleton structure of the construction protection component of the present invention;

[0030] Figure 8 This is a schematic diagram of the structure of placing the tunnel construction protection component on the asphalt pavement of the present invention;

[0031] Fig. 9 This is a schematic diagram of the fixing and placing structure of the tunnel construction protection component of the present invention;

[0032] Fig.10 It is a schematic diagram of the structure in which the locking member, steel chain and lock buckle of the tunnel construction protection component of the present invention cooperate with each other.

[0033] In the figure: 1. Overall frame; 2. Rubber sheet; 3. Arch member; 4. Fixing bolts; 5. Rubber strip; 6. Lifting iron block; 7. Fastener; 8. Fixing nut; 9. Clamp; 10. Connector; 11. Steel pipe; 12. Iron plate; 13. Rubber pad; 14. Hexagon socket bolt; 15. Threaded hole; 16. Locking piece; 17. Steel chain; 18. Lock buckle; 19. Ground nail. DETAILED DESCRIPTION

[0034] The following will be combined with the drawings in the embodiments of the present invention to clearly and completely describe the technical solutions in the embodiments of the present invention. Obviously, the described embodiments are only part of the embodiments of the present invention, not all of the embodiments. Based on the embodiments of the present invention, all other embodiments obtained by ordinary technicians in this field without creative work are within the scope of protection of the present invention.

[0035] This embodiment discloses a construction protection component, as shown in the attached Figure 1-10As shown, it includes a main frame 1, an arched member 3 and an iron plate 12, a rubber plate 2 is attached to one side of the surface of the main frame 1, an arched member 3 is sleeved on the top of the main frame 1, a fixing bolt 4 is passed through one side of the surface of the arched member 3, rubber strips 5 are attached to both sides of the inner surface of the main frame 1, a hoisting iron block 6 is attached to the lower surface of the main frame 1, a fastener 7 is arranged below the hoisting iron block 6, a fixing nut 8 is welded to the lower surface of the fastener 7, clamps 9 are arranged on both sides of the fastener 7, a connecting member 10 is fixedly connected to one side of the clamp 9, and the connecting member A steel pipe 11 is fixedly connected to one side of the main frame 10, an iron plate 12 is threadedly connected to one end of the steel pipe 11, a rubber pad 13 is bonded to the surface of the iron plate 12, a hexagon socket bolt 14 is passed through one side of the surface of the main frame 1, and a threaded hole 15 is opened on one end of the surface of the hexagon socket bolt 14. The main frame 1, the rubber plate 2, the arch member 3, the fixing bolt 4, the rubber strip 5, the hoisting iron block 6, the fastener 7, the fixing nut 8, the clamp 9, the connecting piece 10, the steel pipe 11, the iron plate 12, the rubber pad 13, the hexagon socket bolt 14 and the threaded hole 15 are arranged , the two sides of the fastener 7 are threadedly connected with a locking piece 16, one end of the locking piece 16 is provided with a steel chain 17, and the two ends of the steel chain 17 are connected with a lock buckle 18, one end of which is connected with a ground nail 19. First, the main frame 1 is made of high-hardness iron material as the main support of the overall structure, and then the rubber plate 2 is embedded in the upper surface of the main frame 1, and the end of the rubber strip 5 on the lower surface is embedded in the lifting iron block 6. At the same time, the fastener 7 and the clamp 9 are placed on one side of the lifting iron block 6. The fastener 7, the lifting iron block 6 and the main frame 1 are all provided with The opening of the main frame 1 is a concave structure, so that the nut of the hexagon socket bolt 14 can fit into the opening of the main frame 1, and the clamp 9, the connecting piece 10, the steel pipe 11 and the iron plate 12 are all fixed by threaded connection. The overall structure is detachable and easy to assemble. The hexagon socket bolt 14 can not only complete the extension of the iron plate 12, but also fix the main frame 1, the lifting iron block 6 and the fastener 7 together. At the same time, the threaded hole 15 on the surface of the hexagon socket bolt 14 can also cooperate with the fixing bolt 4 to fix the arch member 3.

[0036] Furthermore, one end of the fixing bolt 4 passes through the arch member 3 and is threadedly connected with the threaded hole 15. The size of the arch member 3 is consistent with the size of the road crack and is flush with the road surface. Through the setting of the fixing bolt 4, the fixing bolt 4 can fix the arch member 3, and the threaded structure of the fixing bolt 4 and the hexagon socket bolt 14 have the same locking direction.

[0037] Furthermore, the rubber strip 5 is an L-shaped structure, the lifting iron block 6 is tightly fitted to the rubber strip 5, and the opening position of the lifting iron block 6 corresponds to the opening position of the fastener 7. Through the setting of the fastener 7, the fastener 7 can be connected through the fixing nut 8 and the hexagon socket bolt 14. When the hexagon socket bolt 14 is rotated, the connecting piece 10 on one side of the clamp 9 is fitted to the openings on both sides of the main frame 1, so that the clamp 9 limits the fastener 7, so that the fastener 7 will be raised and lowered in cooperation with the fixing nut 8 and the hexagon socket bolt 14.

[0038] Furthermore, the slot of the clamp 9 is set at an angle, and the fastener 7 slides at one end of the clamp 9 and drives the clamp 9 to move laterally. Through the setting of the clamp 9, first before installation, the fastener 7 is located at the lower position of the clamp 9. After installation, the hexagon socket bolt 14 is rotated to drive the fastener 7 upward, thereby driving the clamp 9 to move to both sides. When the iron plate 12 is completely attached to the side of the crack, the fastener 7 stops moving, and the clamp 9 can also be fixed firmly at the same time, so that the overall structure maintains a stable state.

[0039] Furthermore, one end of the hexagon socket bolt 14 passes through the main frame 1, the lifting iron block 6 and the fastener 7 and is threadedly connected with the fixing nut 8. The position of the threaded hole 15 corresponds to the position of the opening on the surface of the arch member 3. Through the setting of the hexagon socket bolt 14, the hexagon socket bolt 14 can be directly rotated at the upper end through the corresponding tool, so that the opening on the surface of the main frame 1 can fit the size of the hexagon socket bolt 14.

[0040] A construction method for a construction protection component, the specific steps are as follows:

[0041] S1. First, a regular rectangular crack groove with a width of about 20 cm is excavated at the crack of the seepage tunnel pavement;

[0042] S2. Then, in the crack groove that has been cleaned, apply the interface agent, seal the bottom layer, seal the waterproof layer, reinforce the base surface waterproofing, and protect the waterproof layer system in sequence;

[0043] Among them, the interface agent is applied, the bottom layer is sealed by using polyurethane isolation strips, the waterproof sealing is waterproof sealing by using ZNJC high elastic structural adhesive, the base surface waterproof reinforcement includes laying ZNJC high durable waterproof sealing tape, and the waterproof layer system protection is the application of elastic polyurea waterproof coating;

[0044] S3. Since it takes at least 5 days to complete the waterproof repair process, in order to ensure the traffic capacity of the road during the construction process, it is necessary to put the main frame 1 in during the interval of the process implementation, and then rotate the hexagon socket bolt 14, and through the cooperation of the hexagon socket bolt 14 and the fixing nut 8, drive the fastener 7 to move upward at one end of the clamp 9;

[0045] S4, the clamp 9 moves to both sides under the push of the fastener 7, and at the same time drives the iron plate 12 to bulge outward, so that the iron plate 12 can squeeze the side surface of the crack through the rubber pad 13 until it is completely fixed;

[0046] S5, then put the arched member 3 on the outside of the main frame 1, and tighten it with the fixing bolts 4 to complete the installation of the protective member;

[0047] S6. Finally, when the waterproofing process is completed, the components at the cracks and grooves are taken out as a whole, filled with hot-mixed asphalt gravel that meets the requirements, and the road surface is restored.

[0048] Furthermore, the arch member 3 is hard and elastic, and the weight of the arch member 3 is ≥35kg. Through the setting of the arch member 3, the arch structure of the arch member 3 can save materials, and at the same time has excellent force performance and high durability, and has good protection for crack repair.

[0049] Working principle: First, when waterproofing the tunnel cracks, it is necessary to dig and grind out a regular rectangular groove at the crack, and then in the crack groove, carry out a series of waterproof structure constructions such as primer painting, bottom layer sealing, waterproof sealing, base surface waterproof reinforcement, and waterproof layer system protection in turn. Then, in the crack groove, on the upper surface of the waterproof structure, place the main frame 1, and then at the central opening on the surface of the main frame 1, rotate the hexagonal bolt 14, and cooperate with the fixing nut 8 to drive the fastener 7 to move upward. While the fastener 7 moves, it will prompt the clamp 9 to move to both sides. The clamp 9 will drive the steel pipe 11 and the iron plate 12 at one end of the connecting member 10 to move until the iron plate 12 is tightly fitted with the side of the crack groove through the rubber pad 13, and the overall structure of the main frame 1 is firmly fixed. Then, the arch member 3 is installed above the main frame 1, and the arch member 3 is fixed by connecting the fixing bolts 4 and the threaded holes 15. Finally, the ground nails 19 are nailed into the excavated grooves, and the installation of the entire protective component is completed by pulling the steel chain 17 and the locking member 16.

[0050] Obviously, the above embodiments are only examples for clear explanation, and are not intended to limit the implementation methods. For ordinary technicians in the relevant field, other different forms of changes or modifications can be made based on the above description. It is not necessary and impossible to list all the implementation methods here. The obvious changes or modifications derived from them are still within the protection scope of the invention.

Claims

1. A construction protection component, comprising a main frame (1), an arched component (3) and an iron plate (12), characterized in that: A rubber plate (2) is bonded to one side of the surface of the main frame (1); an arched component (3) is sleeved on the upper side of the main frame (1); a fixing bolt (4) penetrates through one side of the surface of the arched component (3); rubber strips (5) are bonded to both sides of the inner surface of the main frame (1); a lifting iron block (6) is bonded to the lower surface of the main frame (1); a fastener (7) is provided below the lifting iron block (6); a fixing nut (8) is welded to the lower surface of the fastener (7); clamps (9) are provided on both sides of the fastener (7); a connecting piece (10) is fixedly connected to one side of the clamp (9); and the connecting piece (10) is fixedly connected to the one side of the clamp (9). A steel pipe (11) is fixedly connected to one side of the connecting piece (10), an iron plate (12) is threadedly connected to one end of the steel pipe (11), a rubber pad (13) is bonded to the surface of the iron plate (12), a hexagon socket bolt (14) penetrates one side of the surface of the general frame (1), a threaded hole (15) is provided on one end surface of the hexagon socket bolt (14), locking pieces (16) are threadedly connected to both sides of the fastener (7), a steel chain (17) is provided at one end of the locking piece (16), and lock buckles (18) are connected to both ends of the steel chain (17), and one end of one group of the lock buckles (18) is connected to a ground nail (19).

2. A construction protection component according to claim 1, characterized in that: One end of the fixing bolt (4) passes through the arched component (3) and the threaded hole (15) for threaded connection. The size of the arched component (3) is consistent with the size of the road surface groove and is flush with the road surface.

3. A construction protection component according to claim 1, characterized in that: The hoisting iron block (6) is tightly fitted to the rubber strip (5), and the opening position of the hoisting iron block (6) corresponds to the opening position of the fastener (7).

4. A construction protection component according to claim 1, characterized in that: The slot of the clamp (9) is arranged to be inclined, and the fastener (7) slides on one end of the clamp (9) and drives the clamp (9) to move laterally.

5. A construction protection component according to claim 1, characterized in that: One end of the hexagon socket bolt (14) passes through the main frame (1), the hoisting iron block (6) and the fastener (7) and is threadedly connected to the fixing nut (8), and the position of the threaded hole (15) corresponds to the position of the opening on the surface of the arch member (3).

6. A construction method for a construction protection component, such as the construction protection component according to claims 1 to 5, characterized in that: The specific steps are as follows: S1. First, a regular rectangular crack groove is excavated at the water seepage crack of the tunnel pavement; S2. Then, in the crack groove that has been cleaned, apply the interface agent, seal the bottom layer, seal the waterproof layer, reinforce the base surface waterproofing, and protect the waterproof layer system in sequence; Among them, the interface agent is applied, the bottom layer is sealed by using polyurethane isolation strips, the waterproof sealing is waterproof sealing by using ZNJC high elastic structural adhesive, the base surface waterproof reinforcement includes laying ZNJC high durable waterproof sealing tape, and the waterproof layer system protection is the application of elastic polyurea waterproof coating; S3. Since it takes at least 5 days to complete the waterproof repair process, in order to ensure the road's traffic capacity during the construction process, the main frame (1) needs to be placed during the process implementation interval, and then the hexagon socket bolt (14) is rotated, and the fastener (7) is driven to move upward at one end of the clamp (9) through the cooperation of the hexagon socket bolt (14) and the fixing nut (8); S4. The clamp (9) moves to both sides under the push of the fastener (7), and at the same time drives the iron plate (12) to bulge outward, so that the iron plate (12) can press the side surface of the crack through the rubber pad (13) until it is completely fixed; S5, then put the arched member (3) on the outside of the main frame (1), and tighten it with the fixing bolts (4), so as to complete the installation of the protective member; S6. During the waterproofing construction process, according to the material curing time and construction time, the components at the cracks and grooves are put in, taken out, and put in as a whole. After all the waterproofing processes are completed, the components are taken out and filled with hot-mixed asphalt gravel that meets the requirements to restore the road surface.

7. A construction method for a construction protection member according to claim 6, characterized in that: The arched component (3) is hard and elastic, and the weight of the arched component (3) is ≥35 kg.

Images