CN115182301A - Construction method for assembled hydraulic engineering slope protection - Google Patents
Construction method for assembled hydraulic engineering slope protection Download PDFInfo
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- CN115182301A CN115182301A CN202210902480.5A CN202210902480A CN115182301A CN 115182301 A CN115182301 A CN 115182301A CN 202210902480 A CN202210902480 A CN 202210902480A CN 115182301 A CN115182301 A CN 115182301A
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- 238000010276 construction Methods 0.000 title claims abstract description 40
- 239000004567 concrete Substances 0.000 claims abstract description 18
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 15
- 230000001681 protective effect Effects 0.000 claims abstract description 14
- 239000004677 Nylon Substances 0.000 claims abstract description 13
- 229920001778 nylon Polymers 0.000 claims abstract description 13
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims abstract description 11
- 244000025254 Cannabis sativa Species 0.000 claims abstract description 4
- 238000004140 cleaning Methods 0.000 claims abstract description 4
- 238000000034 method Methods 0.000 claims abstract description 4
- 238000010030 laminating Methods 0.000 claims description 5
- 238000009331 sowing Methods 0.000 claims description 3
- 238000005187 foaming Methods 0.000 claims description 2
- 239000000463 material Substances 0.000 claims description 2
- 230000000694 effects Effects 0.000 abstract description 11
- 210000001503 joint Anatomy 0.000 description 8
- 230000003044 adaptive effect Effects 0.000 description 5
- 230000006378 damage Effects 0.000 description 5
- 238000003780 insertion Methods 0.000 description 5
- 230000037431 insertion Effects 0.000 description 5
- 230000007613 environmental effect Effects 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 241001464837 Viridiplantae Species 0.000 description 2
- 239000011384 asphalt concrete Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 2
- 238000011065 in-situ storage Methods 0.000 description 2
- 230000007774 longterm Effects 0.000 description 2
- 238000010079 rubber tapping Methods 0.000 description 2
- 239000004575 stone Substances 0.000 description 2
- 241000196324 Embryophyta Species 0.000 description 1
- 230000004075 alteration Effects 0.000 description 1
- 230000033228 biological regulation Effects 0.000 description 1
- 230000009172 bursting Effects 0.000 description 1
- 239000011248 coating agent Substances 0.000 description 1
- 238000000576 coating method Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 230000002349 favourable effect Effects 0.000 description 1
- 239000006261 foam material Substances 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 239000000178 monomer Substances 0.000 description 1
- 230000000149 penetrating effect Effects 0.000 description 1
- 238000009417 prefabrication Methods 0.000 description 1
- 230000002035 prolonged effect Effects 0.000 description 1
- 239000011241 protective layer Substances 0.000 description 1
- 239000011150 reinforced concrete Substances 0.000 description 1
- 239000002689 soil Substances 0.000 description 1
- 238000004162 soil erosion Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 238000009827 uniform distribution Methods 0.000 description 1
- 239000002699 waste material Substances 0.000 description 1
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
- E02B3/122—Flexible prefabricated covering elements, e.g. mats, strips
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- A—HUMAN NECESSITIES
- A01—AGRICULTURE; FORESTRY; ANIMAL HUSBANDRY; HUNTING; TRAPPING; FISHING
- A01G—HORTICULTURE; CULTIVATION OF VEGETABLES, FLOWERS, RICE, FRUIT, VINES, HOPS OR SEAWEED; FORESTRY; WATERING
- A01G9/00—Cultivation in receptacles, forcing-frames or greenhouses; Edging for beds, lawn or the like
- A01G9/02—Receptacles, e.g. flower-pots or boxes; Glasses for cultivating flowers
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/04—Structures or apparatus for, or methods of, protecting banks, coasts, or harbours
- E02B3/12—Revetment of banks, dams, watercourses, or the like, e.g. the sea-floor
- E02B3/122—Flexible prefabricated covering elements, e.g. mats, strips
- E02B3/125—Flexible prefabricated covering elements, e.g. mats, strips mainly consisting of vegetable material, e.g. wood, reeds
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/16—Sealings or joints
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D15/00—Handling building or like materials for hydraulic engineering or foundations
- E02D15/02—Handling of bulk concrete specially for foundation or hydraulic engineering purposes
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- Engineering & Computer Science (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Ocean & Marine Engineering (AREA)
- Environmental & Geological Engineering (AREA)
- Life Sciences & Earth Sciences (AREA)
- Mechanical Engineering (AREA)
- Wood Science & Technology (AREA)
- Environmental Sciences (AREA)
- General Life Sciences & Earth Sciences (AREA)
- Mining & Mineral Resources (AREA)
- Paleontology (AREA)
- Pit Excavations, Shoring, Fill Or Stabilisation Of Slopes (AREA)
Abstract
The invention discloses an assembly type hydraulic engineering slope protection construction method which comprises the following steps: cleaning and leveling the slope surface of the side slope; arranging reinforcing holes on the slope surface of the side slope; inserting reinforcing steel bars into the slope surface reinforcing holes, and pouring and fixing concrete in the reinforcing holes; paving a fixed slope protection frame, and fixing the exposed ends of the reinforcing steel bars through fixing holes of the fixed slope protection frame; paving nylon protective nets on the slope surface, and further paving slope protection vertical rods and slope protection cross beams on the surfaces of the nylon protective nets; the fixed slope protection frame, the slope protection vertical rods and the slope protection cross beam are movably connected through connecting movable joints and connecting movable grooves; grass seeds are sown in the planting holes on the surface of the nylon protective net. The assembly type hydraulic engineering slope protection construction method is simple in assembly type construction process, the whole framework is connected into a whole through the flexible structures of the connecting movable joints and the connecting movable grooves, and the assembly is facilitated, meanwhile, the assembly type hydraulic engineering slope protection construction method can adapt to a small amount of deformation of a slope surface to a certain extent, and keeps a good slope protection effect on the whole slope surface.
Description
Technical Field
The invention relates to the technical field of hydraulic engineering slope protection, in particular to an assembly type hydraulic engineering slope protection construction method.
Background
In hydraulic engineering construction, river regulation is the important link that keeps water environment facility safety, and the bank protection of river course both sides often receives the impact of river water in the river course and the erodeing of rainwater, and the destruction to river course itself in long-term production and life in addition people makes the soil erosion and water loss on bank protection surface easily, in order to guarantee hydraulic engineering's economic benefits and ecological benefits, need assist the side slope protection that carries out the river course through the bank protection structure usually.
The bank protection usually refers to on the slope as the whole of protective layer structure, and current artifical bank protection generally adopts the concrete bank protection, including cast in situ concrete, asphalt concrete, thick liquid block, independent concrete block formula shop front etc. also has directly to cover through the bank protection net, and green planting is planted on the surface, utilizes plant itself to strengthen soil and water retention ability.
But the slope protection of current hydraulic engineering still has certain problem usually:
1. traditional concrete bank protection includes cast in situ concrete, asphalt concrete, measure work progress such as the block of grouting and independent concrete stone shop front is loaded down with trivial details, and speed is slow, and a large amount of construction reinforced concrete, the stone, bank protection such as concrete, lead to the side slope to be totally by the manual work, original ecological characteristic and function have seriously influenced, natural environment's harmony is unified, the construction process itself can cause the influence to the side slope environment, the green plant of artifical planting again, wait for green plant to grow, whole time limit for a project is too prolonged.
2. Simple protection effect that side slope protection network cooperation is green to be planted is not enough, and pure concrete side slope protective structure leads to the fact the influence except meeting the side slope environment, certain skew and fracture also appear easily between its concrete inoxidizing coating and the side slope, including slope protection structure can receive the influence of factors such as wind and rain drenches the alternative of shining with the cold and hot difference in temperature, when meetting rainy day or strong vibrations, can also appear bursting apart sometimes, the inflation or the condition such as peel off, cause slope protection structure further to take place to destroy, lead to whole slope protection structure large tracts of land deformation easily, take place the landslide that drops even.
Aiming at the problems, the innovative design is carried out on the basis of the original construction method of the assembled hydraulic engineering slope protection.
Disclosure of Invention
The invention aims to provide an assembly type hydraulic engineering slope protection construction method, which aims to solve the problems that large-area concrete pouring of the hydraulic engineering slope protection and long-term green vegetation of the slope protection are provided in the background technology, and a common fixed concrete slope protection structure is easy to crack and is even further expanded.
In order to achieve the purpose, the invention provides the following technical scheme: a construction method for assembled hydraulic engineering slope protection comprises the following steps:
s1, cleaning and leveling a slope surface of a side slope, so that the slope surface of the side slope is tamped and leveled;
s2, arranging reinforcing holes on the slope surface of the side slope to prepare for paving and fixing the slope protection frame;
s3, inserting reinforcing steel bars into the slope reinforcing holes, keeping the outer ends of the reinforcing steel bars exposed out of the reinforcing holes, and pouring and fixing concrete in the reinforcing holes;
s4, paving and fixing the slope protection frame, wherein the exposed end of the reinforcing steel bar penetrates through a fixing hole of the fixed slope protection frame to be fixed;
s5, paving nylon protective nets on the slope surface, and further paving slope protection vertical rods and slope protection cross beams on the surfaces of the nylon protective nets;
s6, the fixed slope protection frame, the slope protection vertical rods and the slope protection cross beams are movably connected through connecting movable joints and connecting movable grooves to form an integral latticed slope protection;
s7, sowing grass seeds in the planting holes in the surface of the nylon protective net;
and S8, repeating the steps S1 to S7 to complete slope protection construction of the whole slope.
Preferably, fixing holes are uniformly distributed on the center line of the fixed slope protection frame, and the upper surface of the fixed slope protection frame is an anti-skid ramp;
the slope protection montant is equidistant between adjacent fixed slope protection frame, and is provided with 5 slope protection montants between the adjacent fixed slope protection frame to interval 1.5-2m between the adjacent slope protection montant.
Adopt above-mentioned technical scheme, assemble one by one from fixed bank protection frame to bank protection montant and constitute holistic vertical skeleton texture.
Preferably, the slope protection montant divide into main dead lever and fixed side lever, and slope protection montant's surperficial evenly distributed has the spliced eye to the slope protection montant runs through the spliced eye through the inserted bar and keeps pegging graft fixedly with domatic.
By adopting the technical scheme, the slope protection vertical rod only needs to be assisted and fixed through the inserted bar, concrete tapping and pouring are not needed to be carried out in a large area, construction is convenient, and environmental damage is reduced.
Preferably, the number of the main fixing rods is 1, the fixing side rods are symmetrically distributed on the left side and the right side of the main fixing rods, and the fixing slope protection frame, the main fixing rods and the fixing side rods are arranged in parallel;
adjacent fixed slope protection frames, main fixing rods and fixing side rods are connected in series through slope protection cross beams to form a grid structure.
By adopting the technical scheme, the main fixing rod and the fixing side rod are mainly matched with the upper movable groove and the lower movable groove of the movable groove for convenient sequential rapid insertion and assembly one by one.
Preferably, both ends all are provided with the connection activity festival about the bank protection crossbeam, and just fixed bank protection frame and bank protection montant all are provided with the connection activity groove to constitute movable ball groove connection structure between connection activity festival and the connection activity groove.
By adopting the technical scheme, the movable ball groove connecting structure between the movable joint and the movable groove is connected to form an adaptive structure which can deflect to a certain extent, so that the adaptive structure can adapt to the local deformation of the side slope and avoid large-area crack damage.
Preferably, the connecting movable groove is divided into an upper movable groove and a lower movable groove, the left side and the right side of the fixed slope protection frame are both lower movable grooves, the left side and the right side of the main fixed rod are both upper movable grooves, and the left side and the right side of the fixed side rod are respectively an upper movable groove and a lower movable groove;
the fixed slope protection frame, the fixed side rods and the main fixed rods are sequentially connected with the movable joints and the movable connecting grooves in an inserting mode from top to bottom.
By adopting the technical scheme, the slope structure is wholly downward in inclination, and the upper and lower matched plug-in structures of the upper movable groove and the lower movable groove can facilitate the sequential downward placement and butt joint of the structures such as the fixed side rods and the main fixed rods one by one.
Preferably, the side edge of the connecting movable groove is provided with a joint limiting rod in a penetrating manner, and the middle part of the joint limiting rod and the side edge of the connecting movable joint are in joint limiting;
the upper end and the lower end of the laminating limiting rod are both connected with fastening nuts in a threaded manner, and the laminating limiting rod is connected with the side edge of the connecting movable groove in a fastening manner through the fastening nuts.
By adopting the technical scheme, the movable groove is connected in a matching way through the fit limiting rod to complete integral limitation on the ball groove structure, and the movable limiting connection of the connecting movable joint in the connecting movable groove is kept.
Preferably, connect the movable joint including the activity spheroid with connect the movable seat, and the activity spheroid is anastomotic each other with connecting the movable groove to it sets up inside the side of bank protection crossbeam to connect the movable seat embedding.
Adopt above-mentioned technical scheme, the movable sphere of connecting the movable joint is the spherical cooperation movable part of connecting the movable groove, connects movable seat and bank protection crossbeam and keeps embedding connection.
Preferably, the movable connecting seat and the movable ball are respectively positioned on the inner side and the outer side of the fixed ring, the end ports of the fixed ring and the slope protection beam are in threaded connection, and a buffer gasket is arranged between the fixed ring and the movable connecting seat in a fitting manner;
the buffer gasket is made of elastic foaming materials.
By adopting the technical scheme, the elastic attaching structure for connecting the movable seat and the buffer washer can also be beneficial to the adjustment of the adaptive deformation of the movable joint in a matching way, so that the whole framework structure has good adaptability.
Compared with the prior art, the invention has the beneficial effects that: the construction method of the assembled hydraulic engineering revetment,
1. the main structures of an assembled fixed slope protection frame, a slope protection vertical rod, a slope protection cross beam and the like are mainly subjected to monomer prefabrication production in a factory building and then are transported to a construction site for hoisting and assembling, the adjacent components of the fixed slope protection frame, the slope protection vertical rod, the slope protection cross beam and the like are assembled and connected through a connecting movable joint and a connecting movable groove matching structure, and a complete latticed slope protection structure is formed after assembling is completed;
2. adopt prefabricated component in a large number, structures such as bank protection montant and bank protection crossbeam are processed through special mould in batches at the mill, can guarantee processingquality and improve work efficiency, the construction waste volume of job site has also been reduced, be favorable to side slope environmental protection, only need fixed a small amount of fixed orifices of bank protection frame department to fill, whole skeleton constitutes through the flexible construction who connects movable joint and connection movable groove and connects wholly, when keeping whole domatic bank protection effect, can also adapt to domatic a small amount of deformation to a certain extent, keep the bank protection effect when domatic production warp, the activity spheroid of connecting movable joint can carry out certain deflection, and taut connection sliding seat and cushion washer keep closely laminating, the whole slope protection structure in position, avoid appearing phenomena such as traditional bank protection concrete crack further expansion, keep the high strength of whole skeleton bank protection, high stability.
Drawings
FIG. 1 is a schematic view of the construction process of the present invention;
FIG. 2 is a schematic front view of the present invention;
FIG. 3 is a schematic view of the structure of the movable joint and the movable groove of the present invention;
FIG. 4 is a schematic side view of the connecting movable groove of the present invention;
FIG. 5 is a schematic view of the movable sphere and the movable connecting seat of the present invention;
fig. 6 is a schematic view of the overall structure of the present invention.
In the figure: 1. fixing a slope protection frame; 101. a fixing hole; 102. an anti-skid ramp; 2. a nylon protective net; 201. planting holes; 3. slope protection vertical rods; 301. a main fixing rod; 302. fixing a side lever; 303. inserting holes; 4. a slope protection beam; 5. connecting the movable sections; 501. a movable sphere; 502. connecting the movable seat; 503. a fixing ring; 504. a cushion washer; 6. connecting the movable groove; 601. an upper movable groove; 602. a lower movable groove; 7. fitting a limiting rod; 8. and (5) tightening the nut.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all of the embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
Referring to fig. 1-6, the present invention provides a technical solution: a construction method for assembled hydraulic engineering slope protection comprises the following steps:
s1, cleaning and leveling a slope surface of a side slope, so that the slope surface of the side slope is tamped and leveled;
s2, arranging reinforcing holes on the slope surface of the side slope to prepare for paving and fixing the slope protection frame 1;
s3, inserting reinforcing steel bars into the slope reinforcing holes, keeping the outer ends of the reinforcing steel bars exposed out of the reinforcing holes, and pouring and fixing concrete in the reinforcing holes;
s4, paving and fixing the slope protection frame 1, and fixing the exposed ends of the reinforcing steel bars through fixing holes 101 of the fixed slope protection frame 1;
s5, paving a nylon protective net 2 on the slope surface, and further paving a slope protection vertical rod 3 and a slope protection cross beam 4 on the surface of the nylon protective net 2;
s6, the fixed slope protection frame 1, the slope protection vertical rods 3 and the slope protection cross beams 4 are movably connected through the connecting movable joints 5 and the connecting movable grooves 6 to form an integral latticed slope protection;
s7, sowing grass seeds in the planting holes 201 on the surface of the nylon protective net 2;
and S8, repeating the steps S1 to S7 to complete slope protection construction of the whole slope.
With reference to fig. 2 and fig. 6, there are fixing holes 101 uniformly distributed on the central line of the fixed slope protection frame 1, and the upper surface of the fixed slope protection frame 1 is the anti-slip ramp 102, the slope protection montant 3 is arranged at equal intervals between the adjacent fixed slope protection frames 1, and 5 slope protection montants 3 are arranged between the adjacent fixed slope protection frames 1, and the interval between the adjacent slope protection montants 3 is 1.8m, assemble one by one from the fixed slope protection frame 1 to the slope protection montant 3 to form an integral vertical skeleton structure, the slope protection montant 3 is divided into a main fixing rod 301 and a fixed side rod 302, and the surface uniform distribution of the slope protection montant 3 is provided with an insertion hole 303, and the slope protection montant 3 runs through the insertion hole 303 through the insertion rod to keep inserting and fixing with the slope surface, the slope protection montant 3 only needs to be auxiliary fixed through the insertion rod, it is not necessary to carry out concrete tapping and pouring, facilitate construction and reduce environmental destruction, the main fixing rod 301 is provided with 1, and the fixed side rod 302 is symmetrically distributed on the left and right sides of the main fixing rod 301 and fixing the main fixing rod 301, and the movable side rod 302 form a large-area movable connection structure through the movable connection between the main fixing rod 601 and the movable side rod 601 and the movable connection groove.
As shown in fig. 2-4, the connection movable joints 5 are disposed at the left and right ends of the slope protection beam 4, the left and right sides of the fixed slope protection frame 1 and the slope protection vertical bar 3 are provided with connection movable grooves 6, and the connection movable joints 5 and the connection movable grooves 6 form a movable ball groove connection structure, the movable ball groove connection structure between the connection movable joints 5 and the connection movable grooves 6 forms an adaptive structure which can be deflected to some extent, so as to adapt to local deformation of a side slope, avoid large-area crack damage, the connection movable grooves 6 are divided into upper movable grooves 601 and lower movable grooves 602, the left and right sides of the fixed slope protection frame 1 are the lower movable grooves 602, the left and right sides of the main fixed bar 301 are the upper movable grooves 601 and the lower movable grooves 602, the fixed slope protection frame 1, the fixed side bar 302 and the main fixed side bar 301 sequentially pass through the connection movable joints 5 and the connection movable grooves 6 to be inserted from top to bottom, the whole structure is inclined downward, the upper and lower movable grooves 601 and lower movable grooves 602 are disposed, the upper and lower movable grooves 302 and the main fixed side bar connection movable grooves are sequentially connected with the limit bar 7, and the limit bar 7 are connected with the movable grooves 7, and the limit bar 7 is disposed in the movable grooves 7.
As shown in fig. 3-5, the connection movable joint 5 includes a movable sphere 501 and a connection movable seat 502, the movable sphere 501 and the connection movable groove 6 are matched with each other, the connection movable seat 502 is embedded inside the side end of the slope protection beam 4, the movable sphere 501 of the connection movable joint 5 is a spherical matching movable part of the connection movable groove 6, the connection movable seat 502 and the slope protection beam 4 are kept embedded and connected, the connection movable seat 502 and the movable sphere 501 are respectively located at the inner side and the outer side of the fixing ring 503, the side end ports of the fixing ring 503 and the slope protection beam 4 are in threaded connection, and a buffer washer 504 is fitted between the fixing ring 503 and the connection movable seat 502, the buffer washer 504 is made of an elastic foam material, and the elastic fitting structure of the connection movable seat 502 and the buffer washer 504 can also contribute to the adaptive deformation adjustment of the connection movable joint 5, so that the overall framework structure has good adaptability.
Although embodiments of the present invention have been shown and described, it will be appreciated by those skilled in the art that changes, modifications, substitutions and alterations can be made in these embodiments without departing from the principles and spirit of the invention, the scope of which is defined in the appended claims and their equivalents.
Claims (9)
1. The assembled hydraulic engineering slope protection construction method is characterized in that: the method comprises the following steps:
s1, cleaning and leveling a slope surface of a side slope, so that the slope surface of the side slope is tamped and leveled;
s2, arranging reinforcing holes on the slope surface of the side slope to prepare for paving and fixing the slope protection frame (1);
s3, inserting reinforcing steel bars into the slope reinforcing holes, keeping the outer ends of the reinforcing steel bars exposed out of the reinforcing holes, and pouring and fixing concrete in the reinforcing holes;
s4, paving and fixing the slope protection frame (1), wherein the exposed ends of the reinforcing steel bars penetrate through fixing holes (101) of the fixed slope protection frame (1) for fixing;
s5, paving a nylon protective net (2) on the slope, and further paving a slope protection vertical rod (3) and a slope protection cross beam (4) on the surface of the nylon protective net (2);
s6, the fixed slope protection frame (1), the slope protection vertical rods (3) and the slope protection cross beams (4) are movably connected through connecting movable joints (5) and connecting movable grooves (6) to form an integral latticed slope protection;
s7, sowing grass seeds in the planting holes (201) on the surface of the nylon protective net (2);
and S8, repeating the steps S1-S7 to complete slope protection construction of the whole slope.
2. The assembly type hydraulic engineering slope protection construction method according to claim 1, wherein the assembly type hydraulic engineering slope protection construction method comprises the following steps: fixing holes (101) are uniformly distributed on the center line of the fixed slope protection frame (1), and the upper surface of the fixed slope protection frame (1) is provided with an anti-skid slope (102);
slope protection montant (3) equidistant setting between adjacent fixed slope protection frame (1), and be provided with 5 slope protection montants (3) between adjacent fixed slope protection frame (1) to interval 1.5-2m between adjacent slope protection montant (3).
3. The assembly type hydraulic engineering slope protection construction method according to claim 2, wherein the assembly type hydraulic engineering slope protection construction method comprises the following steps: slope protection montant (3) divide into main dead lever (301) and fixed side lever (302), and the surperficial evenly distributed of slope protection montant (3) has spliced eye (303) to slope protection montant (3) run through spliced eye (303) through the inserted bar and keep pegging graft fixedly with domatic.
4. The assembly type hydraulic engineering slope protection construction method according to claim 3, wherein the assembly type hydraulic engineering slope protection construction method comprises the following steps: the number of the main fixing rods (301) is 1, the fixing side rods (302) are symmetrically distributed on the left side and the right side of the main fixing rods (301), and the fixing slope protection frame (1), the main fixing rods (301) and the fixing side rods (302) are arranged in parallel;
adjacent fixed slope protection frames (1), main fixed rods (301) and fixed side rods (302) are connected in series through slope protection cross beams (4) to form a grid structure.
5. The assembly type hydraulic engineering slope protection construction method according to claim 4, wherein the assembly type hydraulic engineering slope protection construction method comprises the following steps: both ends all are provided with about bank protection crossbeam (4) and connect movable joint (5), and fixed bank protection frame (1) and bank protection montant (3) about the side all be provided with connect movable groove (6) to connect movable joint (5) and connect and constitute movable ball groove connection structure between movable groove (6).
6. The assembly type hydraulic engineering slope protection construction method according to claim 5, wherein the assembly type hydraulic engineering slope protection construction method comprises the following steps: the connecting movable groove (6) is divided into an upper movable groove (601) and a lower movable groove (602), the left side and the right side of the fixed slope protection frame (1) are both the lower movable grooves (602), the left side and the right side of the main fixed rod (301) are both the upper movable grooves (601), and the left side and the right side of the fixed side rod (302) are respectively the upper movable groove (601) and the lower movable groove (602);
the fixed slope protection frame (1), the fixed side rods (302) and the main fixing rod (301) are sequentially connected with the movable joint (5) and the movable connecting groove (6) in an inserting mode from top to bottom.
7. The assembly type hydraulic engineering slope protection construction method according to claim 6, wherein the assembly type hydraulic engineering slope protection construction method comprises the following steps: a joint limiting rod (7) penetrates through the side edge of the connecting movable groove (6), and the middle part of the joint limiting rod (7) is in joint limiting with the side edge of the connecting movable joint (5);
the upper end and the lower end of the laminating limiting rod (7) are connected with fastening nuts (8) in a threaded manner, and the laminating limiting rod (7) is connected with the side edge of the movable groove (6) in a fastening manner through the fastening nuts (8).
8. The assembly type hydraulic engineering slope protection construction method according to claim 5, characterized in that: the connecting movable joint (5) comprises a movable sphere (501) and a connecting movable seat (502), and the movable sphere (501) and the connecting movable seat (502) are of an integrated structure;
the movable ball body (501) is matched with the connecting movable groove (6), and the connecting movable seat (502) is embedded in the side end of the slope protection beam (4).
9. The assembly type hydraulic engineering slope protection construction method according to claim 8, wherein the assembly type hydraulic engineering slope protection construction method comprises the following steps: the movable connecting seat (502) and the movable sphere (501) are respectively positioned at the inner side and the outer side of the fixed ring (503), the fixed ring (503) is in threaded connection with the end port of the slope protection beam (4), and a buffer gasket (504) is attached between the fixed ring (503) and the movable connecting seat (502);
the cushion washer (504) is made of elastic foaming material.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210902480.5A CN115182301B (en) | 2022-07-29 | 2022-07-29 | Assembled hydraulic engineering slope protection construction method |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202210902480.5A CN115182301B (en) | 2022-07-29 | 2022-07-29 | Assembled hydraulic engineering slope protection construction method |
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| Publication Number | Publication Date |
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| CN115182301A true CN115182301A (en) | 2022-10-14 |
| CN115182301B CN115182301B (en) | 2024-03-19 |
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| CN202210902480.5A Active CN115182301B (en) | 2022-07-29 | 2022-07-29 | Assembled hydraulic engineering slope protection construction method |
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Citations (14)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPS63206521A (en) * | 1987-02-23 | 1988-08-25 | Nippon Steel Metal Prod Co Ltd | Slope frame structure |
| KR20000055499A (en) * | 1999-02-06 | 2000-09-05 | 밍 루 | Baii joint |
| CN102575706A (en) * | 2009-10-22 | 2012-07-11 | Thk力知茂株式会社 | Ball joint |
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| CN206929198U (en) * | 2017-06-15 | 2018-01-26 | 马星 | A kind of pin-connected panel ball-type hinge component for engineering machinery |
| CN207598737U (en) * | 2017-10-27 | 2018-07-10 | 青岛长川重工机械制造有限公司 | A kind of material toggling roller universal connecting shaft |
| CN109024620A (en) * | 2018-07-05 | 2018-12-18 | 重庆大学产业技术研究院 | A kind of self-locking assembled flexible protective slope structure and its construction method |
| KR20190016757A (en) * | 2017-08-09 | 2019-02-19 | 이영희 | Tire rod assembly of a steering device for agricultural machinery vehicle |
| CN109403355A (en) * | 2018-08-31 | 2019-03-01 | 河海大学 | A kind of novel side slope support system |
| CN109487803A (en) * | 2018-11-16 | 2019-03-19 | 西南交通大学 | A kind of assembled skeleton slope protection and its construction method |
| CN110241833A (en) * | 2019-06-21 | 2019-09-17 | 长沙理工大学 | The full prefabricated lattice girder cable bolting system of waterproof moisturizing, supporting and restorative procedure |
| CN213114514U (en) * | 2020-04-13 | 2021-05-04 | 王云霞 | Water conservancy construction slope protection device |
| CN214301560U (en) * | 2020-12-29 | 2021-09-28 | 韩静 | Prevent soil erosion and water loss's slope protection structure for water conservancy construction |
| CN114411630A (en) * | 2022-03-09 | 2022-04-29 | 安徽沃恒建设工程项目管理有限公司 | Slope protection device for hydraulic engineering convenient to assemble |
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| KR20000055499A (en) * | 1999-02-06 | 2000-09-05 | 밍 루 | Baii joint |
| CN102575706A (en) * | 2009-10-22 | 2012-07-11 | Thk力知茂株式会社 | Ball joint |
| CN107030874A (en) * | 2017-04-20 | 2017-08-11 | 深圳市路桥建设集团有限公司 | Precast lattice beam for slope reinforcement and preparation method thereof and construction method |
| CN206929198U (en) * | 2017-06-15 | 2018-01-26 | 马星 | A kind of pin-connected panel ball-type hinge component for engineering machinery |
| KR20190016757A (en) * | 2017-08-09 | 2019-02-19 | 이영희 | Tire rod assembly of a steering device for agricultural machinery vehicle |
| CN207598737U (en) * | 2017-10-27 | 2018-07-10 | 青岛长川重工机械制造有限公司 | A kind of material toggling roller universal connecting shaft |
| CN109024620A (en) * | 2018-07-05 | 2018-12-18 | 重庆大学产业技术研究院 | A kind of self-locking assembled flexible protective slope structure and its construction method |
| CN109403355A (en) * | 2018-08-31 | 2019-03-01 | 河海大学 | A kind of novel side slope support system |
| CN109487803A (en) * | 2018-11-16 | 2019-03-19 | 西南交通大学 | A kind of assembled skeleton slope protection and its construction method |
| CN110241833A (en) * | 2019-06-21 | 2019-09-17 | 长沙理工大学 | The full prefabricated lattice girder cable bolting system of waterproof moisturizing, supporting and restorative procedure |
| CN213114514U (en) * | 2020-04-13 | 2021-05-04 | 王云霞 | Water conservancy construction slope protection device |
| CN214301560U (en) * | 2020-12-29 | 2021-09-28 | 韩静 | Prevent soil erosion and water loss's slope protection structure for water conservancy construction |
| CN114411630A (en) * | 2022-03-09 | 2022-04-29 | 安徽沃恒建设工程项目管理有限公司 | Slope protection device for hydraulic engineering convenient to assemble |
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|---|---|
| CN115182301B (en) | 2024-03-19 |
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