Water conservancy slope protection construction method

文档序号:1226148 发布日期:2020-09-08 浏览:2次 中文

阅读说明:本技术 一种水利护坡施工方法 (Water conservancy slope protection construction method ) 是由 邓良权 于 2020-06-08 设计创作,主要内容包括:本发明涉及水利护坡施工方法,养护管组件中空设置且两端贯通,所述养护管组件包括至少两组形状相同且彼此独立的弧形板,各弧形板相互抵接,所述弧形板顶端共同套接有对各所述弧形板进行限位的定位盖,所述养护管组件外周套接有定位圈。通过采用上述技术方案,提高了植被在护坡上的存活能力,并随着植被的逐渐发育,植被的根系在坡面的泥土中伸长,起到固土的效果,提高护坡泥土抵抗水土流失的能力。其中弧形板彼此独立,有利于在植被生长的过程中随着植被主干的逐渐变粗,相邻的弧形板被挤压分离,为植被提供更大的生长空间,从而有利于植被持续生长,也有助于对护坡的固土效果。(The invention relates to a water conservancy slope protection construction method, wherein a maintenance pipe assembly is arranged in a hollow mode, two ends of the maintenance pipe assembly are communicated, the maintenance pipe assembly comprises at least two groups of arc plates which are identical in shape and independent from each other, the arc plates are mutually abutted, a positioning cover for limiting the arc plates is sleeved at the top ends of the arc plates together, and a positioning ring is sleeved on the periphery of the maintenance pipe assembly. Through adopting above-mentioned technical scheme, improved the survivability of vegetation on the bank protection to along with growing gradually of vegetation, the root system of vegetation extends in domatic earth, plays the effect of solid soil, improves the ability that bank protection earth resists soil erosion and water loss. Wherein the arc is independent each other, is favorable to along with the grow gradually of vegetation trunk at the in-process that the vegetation is grown, and adjacent arc is by extrusion separation, for the vegetation provides bigger growth space to be favorable to the vegetation to last to grow, also help the solid soil effect to the bank protection.)

1. A water conservancy slope protection construction method is characterized in that: the method comprises the following steps:

the method comprises the following steps: prefabricating a gabion cage (1) and a maintenance pipe assembly (3), wherein inserting holes (12) larger than grids are formed in the upper end surface and the lower end surface of the gabion cage (1);

step two: paving the gabion cage (1) on the river bank, and inserting and fixing the maintenance pipe assembly (3) with the river bank through the inserting and connecting hole (12);

inserting vegetation (4) in the maintenance pipe assembly (3), and inserting roots of the vegetation (4) and a river bank for planting;

step four: stacking stones (11) in the gabion cage (1) until the gabion cage is full, and then sealing the gabion cage (1);

maintenance pipe subassembly (3) cavity sets up and both ends link up, maintenance pipe subassembly (3) include at least two sets of shapes the same and independent arc (31) each other, each arc (31) butt each other, arc (31) top has cup jointed jointly to each arc (31) carry out spacing position lid (32), maintenance pipe subassembly (3) periphery has cup jointed position circle (2).

2. The water conservancy slope protection construction method according to claim 1, characterized in that: two groups of arc-shaped first connecting plates (331) and second connecting plates (332) are respectively fixed on the outer peripheral surface of the maintenance tube assembly (3), the first connecting plates (331) and the second connecting plates (332) are arranged along the axis of the maintenance tube assembly (3) at equal angles in a circumferential manner, the two groups of first connecting plates (331) of the same maintenance tube assembly (3) are arranged adjacently, the curvature radius of the first connecting plates (331) is larger than that of the second connecting plates (332), supporting plates (333) are fixed at openings of the end parts, far away from the maintenance tube assembly (3), of the first connecting plates (331), and the second connecting plates (332) can be inserted into the first connecting plates (331); the arc-shaped plate (31) is provided with a channel (36) communicated with an opening of the first connecting plate (331) or the second connecting plate (332), and the first connecting plate (331) and the second connecting plate (332) which are opposite to each other and adjacent to the maintenance pipe assembly (3) are mutually inserted.

3. The water conservancy slope protection construction method according to claim 1, characterized in that: the lower end of the maintenance pipe assembly (3) is arranged in an inverted round table shape in an acute pointed mode.

4. The water conservancy slope protection construction method according to claim 1, characterized in that: a plurality of through holes (34) are formed in the arc-shaped plate (31), the through holes (34) are arranged at equal intervals along the length direction of the arc-shaped plate (31), and the through holes (34) are smaller than the diameter of the stone blocks (11).

5. The water conservancy slope protection construction method according to claim 1, characterized in that: the top end of the maintenance pipe assembly (3) is provided with external threads (35), the external threads (35) are uniformly and continuously arranged at the top ends of the arc-shaped plates (31), the positioning cover (32) is provided with internal threads matched with the external threads (35), and the positioning cover (32) is in threaded connection with the maintenance pipe assembly (3).

6. The water conservancy slope protection construction method according to claim 2, characterized in that: the opening directions of the first connecting plate (331) and the second connecting plate (332) are arranged towards the slope.

7. The water conservancy slope protection construction method according to claim 2, characterized in that: the arc-shaped plates (31) comprise four groups, and the first connecting plate (331) and the second connecting plate (332) are respectively fixed with the four groups of arc-shaped plates (31).

8. The water conservancy slope protection construction method according to claim 1, characterized in that: the positioning ring (2) is made of degradable environment-friendly materials.

Technical Field

The invention relates to the technical field of water conservancy revetments, in particular to a water conservancy revetments construction method.

Background

The water conservancy revetment refers to a general term for various paving and planting on a slope surface to prevent the side slope from being washed. The concave bank of the river bank is washed by water flow year by year or soaked by high water level in the flood season, so that the river bank is continuously collapsed. In order to protect the safety of bridges and embankments, protection must be built on the concave bank.

Among the current hydraulic engineering, in order to reduce domatic soil erosion and water loss, generally lay the metalling on domatic, current metalling is generally piled up through a plurality of check guest cage splendid attire stones that mutually independent each other and is formed, through advancing the stone dress into the flood prevention module that forms the rectangle in the check guest cage, check guest cage carries on spacingly to the stone, the stone is difficult for shifting or drops when making rivers wash away, and enable the stone and pile up to higher height, have bigger dead weight and compress tightly the river bank. The friction between the gabion cage and the stone and the river bank is large, the gabion cage is not easy to move due to water flow impact, the impact of the water flow can be resisted, the flow speed of the water flow is reduced, and the flood prevention effect is achieved.

The above prior art solutions have the following drawbacks: although the gabion cage that fills up the stone dead weight is great also can carry on spacingly to the stone, but rivers can see through the mesh of gabion cage and the earth of the clearance erosion rubble layer below river bank between the stone, and because the rubble layer shelters from the sunshine of below earth, the stone is also comparatively intensive in the gabion cage, make the vegetation can't take root growth at the earth of rubble layer below, and then because the root system that does not have the vegetation is to the soil fixation effect of earth, make the earth of rubble layer below loose, soak soil erosion and water loss under for a long time easily, make the rubble layer below appear collapsing after the cavity, consequently, there is the improvement space.

Disclosure of Invention

Aiming at the defects in the prior art, the invention aims to provide a water conservancy revetment construction method, which can improve the survival capability of vegetation on a revetment and further improve the water and soil loss resistance capability of the revetment.

The above object of the present invention is achieved by the following technical solutions:

a water conservancy slope protection construction method comprises the following steps:

the method comprises the following steps: prefabricating a gabion cage and a maintenance pipe assembly, wherein the upper end surface and the lower end surface of the gabion cage are both provided with plug-in holes larger than grids of the gabion cage;

step two: paving gabion cages on the river bank, and inserting and fixing the maintenance pipe assembly with the river bank through the inserting holes;

inserting vegetation in the maintenance pipe assembly, and inserting roots of the vegetation and a river bank for planting;

step four: stacking stones in the gabion cage until the gabion cage is full, and then sealing the gabion cage;

maintenance pipe subassembly cavity sets up and both ends link up, the maintenance pipe subassembly includes at least two sets of the same and independent arcs of shape each other, each arc butt each other, the arc top has cup jointed jointly and has carried out spacing location lid to each the arc, maintenance pipe subassembly periphery has cup jointed the position circle.

Through adopting above-mentioned technical scheme, the gabion cage carries out spacing messenger stone to the stone and gathers together to utilize the dead weight of stone with domatic compaction, and the stone can resist the direct erosion and corrosion of rivers, provide the protection to the bank protection. Both ends are link up and hollow maintenance pipe assembly and domatic grafting, form hollow region between the stone, thereby can plant the plant in the maintenance pipe assembly, stretch into the maintenance pipe assembly with the vegetation seedling and peg graft with domatic, protect the vegetation seedling through the maintenance pipe assembly, the gravity direct extrusion that reduces the stone is on the vegetation, thereby the survival ability of vegetation on the bank protection has been improved, and along with developing gradually of vegetation, the root system of vegetation extends in domatic earth, play the effect of solid soil, improve the ability that bank protection earth resists soil erosion and water loss. Wherein the arc is independent each other, is favorable to along with the grow gradually of vegetation trunk at the in-process that the vegetation is grown, and adjacent arc is by extrusion separation, for the vegetation provides bigger growth space to be favorable to the vegetation to last to grow, also help the solid soil effect to the bank protection. The setting of locating cover and position circle is used for fixing a position each arc temporarily, makes up into the maintenance pipe subassembly with each arc, treats to dismantle the formation passageway with the locating cover after maintenance pipe subassembly and domatic grafting again for plant vegetation and supply the vegetation extension, dismantle the position circle, can strut the arc when making the vegetation grow. The top that the check guest cage was stretched out on the top of maintenance pipe subassembly is favorable to reducing the stone and falls the circumstances that influences vegetation growth in the maintenance pipe subassembly, makes the vegetation can grow out check guest cage top surface to this hydraulic engineering flood prevention slope protection structure is because can plant the vegetation, and is whole also more pleasing to the eye, is favorable to adapting to the requirement of urbanization to the appearance of the market.

The present invention in a preferred example may be further configured to: two groups of arc-shaped first connecting plates and two groups of arc-shaped second connecting plates are respectively fixed on the outer peripheral surfaces of the maintenance pipe assemblies, the first connecting plates and the second connecting plates are arranged along the axial equiangular circumferences of the maintenance pipe assemblies, the two groups of first connecting plates of the same maintenance pipe assembly are adjacently arranged, the curvature radius of the first connecting plates is larger than that of the second connecting plates, supporting plates are fixed at openings of the end parts, far away from the maintenance pipe assemblies, of the first connecting plates, and the second connecting plates can be spliced with the first connecting plates; the arc-shaped plate is provided with a channel communicated with the opening of the first connecting plate or the second connecting plate, and the first connecting plate and the second connecting plate which are opposite to each other and adjacent to the maintenance pipe assembly are mutually inserted.

Through adopting above-mentioned technical scheme, peg graft each other with fixed first connecting plate of arc outer peripheral face and second connecting plate and be used for linking into an integrated entity the arc that adjacent maintenance pipe assembly corresponds, the setting of backup pad is favorable to spacing the second backup pad on the first connecting plate to carry on spacingly to adjacent check guest cage, reduce the condition of keeping away from each other or misplacing under the exogenic action between the adjacent check guest cage, thereby keep the domatic effect of compressing tightly of check guest cage below. The mutual grafting through first connecting plate and second connecting plate between two arcs also is favorable to reducing the condition that single arc topples, can keep spacing to the vegetation, makes the vegetation grow out the gabion cage upper surface better.

The present invention in a preferred example may be further configured to: the lower end of the maintenance pipe assembly is arranged in an inverted round table shape in a sharp mode.

Through adopting above-mentioned technical scheme, will maintain the pipe assembly lower extreme acutely be provided with and do benefit to and support pipe assembly and domatic grafting, increase and the pressure of domatic contact surface, make to peg graft more laborsavingly.

The present invention in a preferred example may be further configured to: a plurality of through holes are formed in the arc plate, the through holes are arranged at equal intervals along the length direction of the arc plate, and the through holes are smaller than the diameter of the stone.

Through adopting above-mentioned technical scheme, the setting up of through-hole is arranged in supplying the gas root that grows the vegetation that has the gas root (like the plant in mangrove forest) to stretch out from the through-hole, and the gas root not only is favorable to increasing vegetation and domatic being connected, further improves the root system and to domatic solid soil effect, is favorable to the gas root to follow the clearance growth between the stone in addition, and then carries on spacingly to the stone, improves the stability of stone, even under the damaged condition of gabion cage, also can rely on the gas root of vegetation to make the stone be difficult for dashing down the aquatic.

The present invention in a preferred example may be further configured to: the top end of the maintenance pipe assembly is provided with external threads, the external threads are uniformly and continuously arranged at the top ends of the arc plates, the positioning cover is provided with internal threads matched with the external threads, and the positioning cover is in threaded connection with the maintenance pipe assembly.

Through adopting above-mentioned technical scheme, the external screw thread on maintenance pipe subassembly top is used for the internal thread threaded connection with the locating cover to improve the joint strength between locating cover and the maintenance pipe subassembly, squeeze into domatic in-process at transportation or with the maintenance pipe subassembly, the arc also is difficult for and the separation of locating cover, keeps the cylindric shape of maintenance pipe subassembly.

The present invention in a preferred example may be further configured to: the opening directions of the first connecting plate and the second connecting plate are arranged towards the slope.

Through adopting above-mentioned technical scheme, with the domatic setting of circular arc opening orientation of first connecting plate and second connecting plate, thereby make first connecting plate through the circular arc opening, form certain space between second connecting plate and the stone, this space is favorable to the gas root of vegetation to stretch out and grow in the circular arc opening of first connecting plate and second connecting plate along the passageway, the gas root of growing is favorable to surrounding very limiting displacement to the stone through year's cumber, also be favorable to improving the stability of the connectivity and the stone in the adjacent gabion cage.

The present invention in a preferred example may be further configured to: the arc-shaped plates comprise four groups, and the four groups of connecting plates are respectively fixed with the four groups of arc-shaped plates.

Through adopting above-mentioned technical scheme, the arc sets up to four groups and is favorable to first connecting plate and second connecting plate respectively with four groups arc fixed connection.

The present invention in a preferred example may be further configured to: the positioning ring is made of degradable environment-friendly materials.

Through adopting above-mentioned technical scheme, the position circle can adopt materials such as thermoplastic starch plastics or ethylene/carbon monoxide copolymer (E/CO) to make, can natural degradation under the nature condition to the position circle can fix a position the maintenance pipe subassembly in transportation and installation maintenance pipe subassembly, can release each arc after the installation is accomplished, thereby is favorable to providing the space for vegetation growth.

In conclusion, the invention has the following beneficial effects:

1. the maintenance pipe assembly penetrates through the gabion cage and the stone to be inserted into the slope, two ends of the maintenance pipe assembly are communicated and hollow, a hollow area is formed between the stones, plants can be planted in the maintenance pipe assembly, vegetation seedlings extend into the maintenance pipe assembly and are inserted into the slope to be planted, the vegetation seedlings are protected through the maintenance pipe assembly, gravity of the stone is reduced to be directly extruded on the vegetation, accordingly, survival capacity of the vegetation on the slope protection is improved, root systems of the vegetation extend in soil on the slope along with gradual development of the vegetation, the soil fixing effect is achieved, and water and soil loss resistance of slope protection soil is improved;

2. the first connecting plate and the second connecting plate are fixed on the outer peripheral surface of the maintenance pipe assembly, and the first connecting plate and the second connecting plate between the adjacent maintenance pipe assemblies are mutually inserted, so that the connectivity between the adjacent gabion cages is improved, the relative displacement between the adjacent gabion cages is reduced, the stability of a single arc-shaped plate is favorably kept, the single arc-shaped plate is not prone to toppling, vegetation can be continuously protected, and the direct extrusion of stones is reduced;

3. through setting up the maintenance pipe subassembly and being formed by connecting through the location lid by a plurality of arcs to when the maintenance pipe subassembly with domatic grafting and demolish the location lid, the arc can be lasted the in-process of growing at the vegetation and is squeezed the separation by the vegetation, provides the bigger growth space of vegetation, and the through-hole on the arc also is favorable to the gas root of vegetation to stretch out and grow at stone spare, also is favorable to spacing the stone when improving domatic solid soil ability, keeps the direct stability of stone.

Drawings

FIG. 1 is a schematic structural diagram of the present embodiment;

FIG. 2 is a schematic structural view of the maintenance tube assembly of this embodiment with the positioning cover removed;

FIG. 3 is a schematic structural diagram of the first connecting plate and the second connecting plate in the embodiment;

FIG. 4 is a schematic structural view of a maintenance tube assembly according to the present embodiment;

fig. 5 is a schematic structural view of vegetation growing on a slope in this embodiment.

Reference numerals: 1. a gabion cage; 11. a stone block; 2. positioning rings; 3. maintaining the pipe assembly; 31. an arc-shaped plate; 32. a positioning cover; 331. a first connecting plate; 332. a second connecting plate; 333. a support plate; 34. a through hole; 35. an external thread; 36. a channel; 4. and (4) vegetation.

Detailed Description

The present invention will be described in further detail with reference to the accompanying drawings.

As shown in fig. 1 to 2, a water conservancy slope protection construction method includes the following steps:

the method comprises the following steps: prefabricating a gabion cage 1 and a maintenance pipe assembly 3, wherein the gabion cage 1 is of a hollow structure, meshes of the gabion cage 1 are smaller than the size of the stone 11, and inserting holes 12 larger than the meshes of the gabion cage 1 are formed in the upper end surface and the lower end surface of the gabion cage;

step two: paving gabion cages 1 on the river bank side by side, and inserting and fixing the maintenance pipe assembly 3 with the river bank through the inserting holes 12;

inserting vegetation 4 into the maintenance pipe assembly 3, and inserting roots of the vegetation 4 and a river bank for planting;

step four: stacking stones 11 in the gabion cage 1 until the gabion cage is full, and then sealing the gabion cage 1;

maintenance pipe subassembly 3 is the cylindric that the cavity set up and both ends link up, and maintenance pipe subassembly 3 includes the same and independent arc 31 each other of at least two sets of shapes, and each arc 31 is butt each other, and external screw thread 35 has been seted up on the top of maintenance pipe subassembly 3, and common threaded connection in arc 31 top has carries out spacing location lid 32 to each arc 31 (as shown in fig. 4). Maintenance pipe assembly 3 periphery has cup jointed position circle 2, and position circle 2 adopts degradable environmental protection material to make, goes into materials such as thermoplastic starch plastics or ethylene/carbon monoxide copolymer (E/CO) and makes, can natural degradation under the nature condition to position circle 2 can fix a position maintenance pipe assembly 3 when transportation and installation maintenance pipe assembly 3, can release each arc 31 after the installation is accomplished, thereby is favorable to providing the space for vegetation 4 growths.

As shown in fig. 2 to 3, the maintenance pipe assembly 3 is composed of four sets of arc plates 31 having the same shape and independent from each other, the central angle corresponding to the arc opening of the arc plates 31 is 90 °, and the arc plates 31 are abutted to each other and the arc openings face the same axial center, thereby assembling the cylindrical maintenance pipe assembly 3. The number of the arc plates 31 may be two, three, five or more, and the like, as long as the cylindrical maintenance pipe assembly 3 is formed together. As shown in fig. 4, the external threads 35 at the top end of the maintenance pipe assembly 3 are uniformly and continuously provided at the top end of each arc-shaped plate 31, the positioning cover 32 is provided with internal threads matched with the external threads 35, and each arc-shaped plate 31 is positioned by the positioning cover 32, so that each arc-shaped plate 31 is abutted against each other. Wherein the bottom end of the maintenance pipe assembly 3 passes through the bottom surface of the gabion cage 1 and is inserted into the slope surface, and the top end of the maintenance pipe assembly 3 extends out of the top surface of the gabion cage 1 (as shown in figure 1).

As shown in fig. 2 to 3, four sets of elongated connecting plates with arc-shaped cross sections are fixed on the outer circumferential surface of the arc-shaped plate 31, the connecting plates are divided into two sets of first connecting plates 331 and two sets of second connecting plates 332, the arc-shaped openings of the first connecting plates 331 and the second connecting plates 332 are arranged towards the slope direction, the first connecting plates 331 and the second connecting plates 332 are circumferentially arranged along the axis of the maintenance tube assembly 3 at equal angles, the two sets of first connecting plates 331 of the same maintenance tube assembly 3 are adjacently arranged, the radius of curvature of the first connecting plate 331 is greater than that of the second connecting plate 332, a support plate 333 is fixed at the opening of the end of the first connection plate 331 far from the maintenance pipe assembly 3, the second connecting plate 332 may be inserted into the first connecting plate 331, and four sets of connecting plates of the same maintenance tube assembly 3 are fixed to four sets of arc-shaped plates 31 of the maintenance tube assembly 3, respectively. The adjacent connecting plates on the same maintenance pipe assembly 3 are perpendicular to each other, the arc-shaped plate 31 is provided with a channel 36 communicated with the opening of the first connecting plate 331 or the second connecting plate 332, and the end parts of the first connecting plate 331 and the second connecting plate 332 opposite to each other of the adjacent maintenance pipe assemblies 3 are inserted into each other.

As shown in fig. 3 to 4, a plurality of through holes 34 are formed in the arc plate 31, the through holes 34 are arranged at equal intervals along the length direction of the arc plate 31, and the minimum radial dimension of the through holes 34 is set to be smaller than the diameter of the stone block 11. Wherein the through hole 34 is provided as an elliptical hole having a length direction parallel to the length direction of the arc plate 31. Wherein the lower end of the maintenance pipe assembly 3 is sharply arranged in an inverted round table shape, so that the maintenance pipe assembly 3 can be conveniently spliced with a river bank.

The implementation principle of the embodiment is as follows:

as shown in fig. 5, when installing the water conservancy revetment, firstly tamping the slope surface, sequentially placing gabion cages 1 on the slope surface, connecting and fixing adjacent gabion cages 1 through iron wires and the like, then enabling the maintenance pipe assemblies 3 connected with the end covers to vertically penetrate through the gabion cages 1 and be connected to the slope surface in an inserting manner, then fixedly welding a connecting plate and an arc plate 31, enabling a first connecting plate 331 and a second connecting plate 332 between the adjacent maintenance pipe assemblies 3 to be in inserting engagement, and enabling openings of the connecting plates to face the slope surface direction when welding the connecting plates; then, the gabion cage 1 is filled with stones 11, and finally the gabion cage 1 is closed and the maintenance pipe assembly 3 is inoculated with seedlings of vegetation 4.

Along with the gradual growth of the vegetation 4 seedlings, the root systems of the vegetation 4 grow in the slope soil to play a role in soil fixation; wherein when the trunk of vegetation 4 becomes thick gradually, mutually independent arc 31 is favorable to when the trunk becomes thick the alternate segregation for vegetation 4 vacates the growth space, reduces the influence to vegetation 4 growth.

The circular arc mouth of connecting plate sets up downwards and the intercommunication has passageway 36 between connecting plate and the arc 31, and the through-hole 34 of seting up on the cooperation arc 31 is favorable to having the gas root of the vegetation 4 of gas root (like mangrove genus's plant) to stretch out from passageway 36 or through-hole 34, grows between the gap of stone 11, plays spacing effect to stone 11, improves the stability of stone 11, reduces rocking of stone 11 at the in-process that is erodeed by rivers.

Threaded connection forms spacing to each arc 31 between location lid 32 and each arc 31, forms the maintenance pipe subassembly 3 of cylinder through arc 31 to after maintenance pipe subassembly 3 is pegged graft with domatic, remove spacing to arc 31 after dismantling location lid 32, the vegetation 4 of being convenient for props open arc 31 at the in-process of growing and obtains bigger growth space.

The embodiments of the present invention are preferred embodiments of the present invention, and the scope of the present invention is not limited by these embodiments, so: all equivalent changes made according to the structure, shape and principle of the invention are covered by the protection scope of the invention.

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