A rapid construction method for slope protection lattice beam

Abstract

The invention relates to a rapid construction method for a slope protection lattice beam and to the technical field of building construction. The rapid construction method for a slope protection lattice beam comprises the following steps: measuring and laying out on a leveled slope surface, making a frame template of the lattice beam and marking a preset position center line or contour line of the lattice beam, excavating a groove of the lattice beam, installing a steel cage and the frame template, supervising and inspecting a warehouse, performing lattice beam concrete pouring construction, removing the template, and performing concrete curing. The frame template of the slope protection lattice beam is prefabricated in a factory, thereby improving work efficiency. Before making the frame template of the slope protection lattice beam, the frame template is made according to actual soil conditions, thereby improving accurate control of the slope protection lattice beam. The depth of the lattice beam groove is determined according to the annual precipitation of a construction site and the highest water level in the rainy season, thereby improving accurate control of the depth of the lattice beam groove, reducing the problem of slope body dislocation, and avoiding material waste.

Description

Technical Field

[0001] The invention relates to the technical field of building construction, and in particular to a rapid construction method of a slope protection lattice beam. Background Art

[0002] At present, the conventional lattice beam slope protection construction method is to first use wooden formwork to set up the lattice beam formwork. The specific method is as follows: first, measure and lay out on the leveled slope surface, mark the center line or contour line of the preset position of the lattice beam, then install the steel cage according to the center line or contour line of the lattice beam, then make the wooden formwork according to the cross-sectional size of the lattice beam and assemble and set up on site, and finally, carry out the lattice beam concrete pouring construction. The protection capacity of the slope is improved by concrete pouring, but the control accuracy of the slope protection lattice beam is low during the production of the slope protection lattice beam formwork, and the control accuracy of the depth of the lattice beam groove is low.

[0003] Chinese Patent Publication No.: CN114753386A discloses a triangularly arranged assembled lattice beam slope protection structure and its construction method, wherein the slope protection structure includes prefabricated nodes, the prefabricated nodes are in the shape of hexagonal prisms, and overlapping grooves are formed at the outer walls of the prefabricated nodes. A pair of overlapping grooves between two adjacent prefabricated nodes are aligned in a straight line, and prefabricated lattice beams connecting adjacent prefabricated nodes are arranged in the overlapping grooves, and connecting components are arranged between the overlapping grooves and the prefabricated lattice beams; the construction method includes the following steps: processing prefabricated nodes and prefabricated lattice beams; cleaning and positioning the slopes; connecting prefabricated nodes and prefabricated lattice beams; pouring concrete; grouting and anchoring. The prefabricated lattice beam slope protection structure with a regular triangular arrangement in the present invention adopts prefabricated nodes and prefabricated lattice beams, and adopts the form of on-site assembly, which improves construction efficiency, reduces labor costs, and is conducive to the promotion and use of assembled concrete structures; it can be seen that the triangularly arranged assembled lattice beam slope protection structure and its construction method have the following problems:

[0004] 1. The density control accuracy of the lattice beams is low during the prefabrication process, which may easily cause slope displacement due to soil problems at the construction site;

[0005] 2. The depth control accuracy of the lattice beam groove is low, which may easily cause slope displacement due to high annual precipitation or high water level in the construction site; Summary of the invention

[0006] To this end, the present invention provides a rapid construction method for slope protection lattice beams, which is used to overcome the problems of low control accuracy of lattice beam grooves and low control accuracy of lattice beam groove depth in the prior art.

[0007] To achieve the above object, the present invention provides a rapid construction method for a slope protection lattice beam, comprising:

[0008] Step S1, measuring and laying out on the leveled slope;

[0009] Step S2, making a frame template of the lattice beam and marking the center line or contour line of the preset position of the lattice beam;

[0010] Step S3, excavating a groove for the lattice beam;

[0011] Step S4, installing the steel cage and the frame formwork;

[0012] Step S5: Supervisory warehouse inspection;

[0013] Step S6, performing lattice beam concrete pouring construction;

[0014] Step S7, demoulding and concrete curing;

[0015] In step S2, when making the frame template of the lattice beam, the initial density of the slope protection lattice beam is determined according to the slope, the hardness coefficient of the land is determined according to the soil type, and the soil weight coefficient of each soil type is determined according to the volume of each soil type and the total volume of the construction land to determine the comprehensive index of the land, and the density of the lattice beam is adjusted according to the comprehensive index of the land and the average annual precipitation or the depth of groundwater.

[0016] In the step S2, when making the lattice formwork of the lattice beam, the initial density of the slope protection lattice beam is determined according to the comparison result of the slope and the preset slope, the preset slope includes a first preset slope and a second preset slope, the first preset slope is greater than the second preset slope, and the second initial density is greater than the third initial density and less than the first initial density;

[0017] If the slope is greater than a first preset slope, determining the initial density of the slope protection lattice beam to be a first initial density;

[0018] If the slope is less than or equal to the first preset slope and greater than the second preset slope, determining the initial density of the slope protection lattice beam to be the second initial density;

[0019] If the slope is less than or equal to the second preset slope, the initial density of the slope protection lattice beam is determined to be a third initial density.

[0020] When the initial density of the slope protection lattice beam is determined, the hardness coefficient of the land is determined according to the soil type;

[0021] If n≥6, the hardness coefficient of the land is determined to be the first hardness coefficient;

[0022] If 6>n≥3, the hardness coefficient of the land is determined to be the second hardness coefficient;

[0023] If 3>n≥1, the hardness coefficient of the land is determined to be the third hardness coefficient;

[0024] In the embodiment of the present invention, n is the nth soil type, and n is 1, 2, 3, 4, 5, 6, 7, or 8.

[0025] After determining the hardness coefficient of the soil, determine the volume of each soil type and the total volume of the construction site to calculate the weight coefficient Q of each soil type, and set

[0026] Q=(Un / Uz)×G(1)

[0027] Among them, Un is the volume of the nth soil type, Uz is the total volume of the construction land, and G is the hardness coefficient.

[0028] After determining the soil weight coefficient of each soil type, the comprehensive index S of the land is determined according to the initial density, the hardness coefficient of the land and the soil weight coefficient of each soil type, and the soil weight coefficient of each soil type is set.

[0029]

[0030] Wherein, Qn refers to the weight coefficient of the nth soil type, j refers to the jth hardness coefficient, j=1, 2, 3, and whether to adjust the density of the slope protection lattice beam is determined according to the comparison result of the comprehensive index S and the preset comprehensive index S0;

[0031] If S≤S0, it is determined to adjust the density of the slope protection lattice beam;

[0032] If S>S0, it is determined that the density of the slope protection lattice beam is not adjusted.

[0033] When it is determined to adjust the density of the slope protection lattice beam, the index difference between the comprehensive index and the preset comprehensive index is calculated, and the adjustment method for the density of the slope protection lattice beam is determined based on the comparison result of the index difference and the preset index difference, wherein the first adjustment method is to adjust the density according to the annual average precipitation, and the second adjustment method is to adjust the density according to the depth of the groundwater.

[0034] Further, when it is determined that the adjustment mode is the first adjustment mode, the density after adjustment is set to Pt, and the setting

[0035] Pt=Pm×(1+Q / Q0)(3)

[0036] Among them, Pm is the density of the slope protection lattice beam mentioned before adjustment, Q is the average annual precipitation, and Q0 is the average annual precipitation standard.

[0037] Further, when it is determined that the adjustment mode is the second adjustment mode, the density after adjustment is set to Pt, and the setting

[0038] Pt=Pm×(1+H / H0)(4)

[0039] Wherein, Pm is the density of the slope protection lattice beam before adjustment, m=1, 2, 3, H is the depth of groundwater at the construction site, and H0 is the preset groundwater depth.

[0040] Furthermore, when the density of the lattice beams is adjusted, the density of the slope protection lattice beams is adjusted again according to the highest water level of the construction site in the rainy season.

[0041] Furthermore, when the density of the slope protection lattice beam is adjusted again, the density of the slope protection lattice beam of the historical construction land with a comprehensive index similar to that of the construction land in the historical construction is obtained, and the density of the slope protection lattice beam after the density compensation of the slope protection lattice beam is determined according to the density.

[0042] Compared with the prior art, the beneficial effect of the present invention lies in that the lattice formwork of the slope protection lattice beam in the present invention is prefabricated in a factory, and there is no need to make the lattice formwork during on-site construction. Only the prefabricated lattice formwork needs to be installed, thereby improving work efficiency. Before making the lattice formwork of the slope protection lattice beam, it is made according to the actual soil conditions, thereby improving the precise control of the slope protection lattice beam. Before excavating the lattice beam groove, the depth of the lattice beam groove is determined according to the annual precipitation of the construction site and the highest water level in the rainy season, thereby improving the precise control of the depth of the lattice beam groove, reducing the problem of slope dislocation, and avoiding material waste.

[0043] In the present invention, the greater the slope, the easier it is for the soil to be lost, the stronger the slope protection capacity required, and the greater the density of the slope protection lattice beams required. The initial density of the slope protection lattice beams is determined by the slope, the first preset slope, and the second preset slope, thereby improving the precise control of the density of the slope protection lattice beams, reducing the waste of materials in the process of making the template, and reducing the production cost.

[0044] In the present invention, different types of soil have different degrees of softness and hardness. The hardness coefficient of the soil is determined according to different land types, and slope protection is performed according to the hardness coefficient of the soil to improve the precise control of the soil conditions.

[0045] In the present invention, the weights of various types of soil are different. The present invention determines the soil weight coefficient of each type of land by the volume of each soil type and the total volume of the construction land, thereby enhancing the control over the soil conditions.

[0046] In the present invention, the comprehensive index of the land is determined according to the hardness coefficient of the land and the soil weight coefficient, thereby improving the precise control of the soil quality. Further, it is determined whether to adjust the density of the slope protection lattice beam according to the comprehensive index of the land, thereby improving the precise control of the slope protection lattice beam and reducing the problem of slope dislocation caused by soil quality problems.

[0047] The present invention determines the adjustment method of the density of the slope protection lattice beam through the comprehensive index and the preset comprehensive index, thereby improving the precise control of the density of the slope protection lattice beam.

[0048] Furthermore, the present invention adjusts the density of the lattice beam according to the annual precipitation of the construction site, thereby improving the precise control of the actual conditions of the construction site, improving the precise control of the density of the lattice beam, and reducing the problem of soil loss on the slope.

[0049] Furthermore, in the present invention, the smaller the depth of the groundwater, the greater the possibility of the slope shifting, and the greater the required slope protection strength. The present invention readjusts the density of the slope protection lattice beams according to the groundwater level, thereby improving the precise control of the actual situation of the construction site and the precise control of the density of the slope protection lattice beams.

[0050] Furthermore, in the present invention, the higher the highest water level in the rainy season, the greater the possibility of slope displacement, and the greater the required slope protection strength. The density of the slope protection lattice beams after re-adjustment is determined by the highest water level in the rainy season, thereby improving the precise control of the density of the slope protection lattice beams.

[0051] Furthermore, the present invention utilizes big data to retrieve the density of slope protection lattice beams of other lands with similar comprehensive indexes, and determines the density of slope protection lattice beams after density compensation of slope protection lattice beams according to the density of slope protection structural beams of other similar lands, thereby improving the precise control of the density of slope protection lattice beams. BRIEF DESCRIPTION OF THE DRAWINGS

[0052] Figure 1 It is a flow chart of the rapid construction method of the slope protection lattice beam of the present invention;

[0053] Figure 2 It is a schematic plan view of the slope protection lattice beam of the present invention;

[0054] In the figure, 1-slope foot drainage ditch, 2-slope protection lattice beam, 3-bridleway, 4-channel top road. DETAILED DESCRIPTION

[0055] In order to make the objects and advantages of the present invention more clearly understood, the present invention is further described below in conjunction with embodiments; it should be understood that the specific embodiments described herein are only used to explain the present invention and are not used to limit the present invention.

[0056] The preferred embodiments of the present invention are described below with reference to the accompanying drawings. It should be understood by those skilled in the art that these embodiments are only used to explain the technical principles of the present invention and are not intended to limit the protection scope of the present invention.

[0057] See also Figure 1As shown, it is a flow chart of a rapid construction method of a slope protection lattice beam according to an embodiment of the present invention.

[0058] The rapid construction method of the slope protection lattice beam according to the embodiment of the present invention comprises:

[0059] Step S1, measuring and laying out on the leveled slope;

[0060] Step S2, making a frame template of the lattice beam and marking the center line or contour line of the preset position of the lattice beam;

[0061] Step S3, excavating a groove for the lattice beam;

[0062] Step S4, installing the steel cage and the frame formwork;

[0063] Step S6, performing lattice beam concrete pouring construction;

[0064] Step S7: demoulding and concrete curing.

[0065] In the embodiment of the present invention, the lattice formwork of the slope protection lattice beam is prefabricated in a factory. There is no need to make the lattice formwork during on-site construction. Only the prefabricated lattice formwork needs to be installed, thereby improving work efficiency. Before making the lattice formwork of the slope protection lattice beam, it is made according to the actual soil conditions, thereby improving the precise control of the slope protection lattice beam. Before excavating the lattice beam groove, the depth of the lattice beam groove is determined according to the annual precipitation of the construction site and the highest water level in the rainy season, thereby improving the precise control of the depth of the lattice beam groove, reducing the problem of slope dislocation, and avoiding material waste.

[0066] Specifically, in step S2, when making the frame template of the lattice beam, the initial density of the slope protection lattice beam is determined according to the slope W, and the first preset slope W1 and the second preset slope W2 are set, W1>W2;

[0067] If W>W1, the initial density of the slope protection lattice beam is determined to be the first initial density P1;

[0068] If W1≥W>W2, the initial density of the slope protection lattice beam is determined to be the second initial density P2;

[0069] If W≤W2, the initial density of the slope protection lattice beam is determined to be the third initial density P3;

[0070] In the embodiment of the present invention, the first initial density P1 of the slope protection lattice beam is 3 pieces / m 2 The second initial density P2 is 2 pieces / m 2 The third initial density P3 is 1 piece / m 2 .

[0071] In the present invention, the greater the slope, the easier it is for the soil to be lost, the stronger the slope protection capacity required, and the greater the density of the slope protection lattice beams required. The initial density of the slope protection lattice beams is determined by the slope, the first preset slope, and the second preset slope, thereby improving the precise control of the density of the slope protection lattice beams, reducing the waste of materials in the process of making the template, and reducing the production cost.

[0072] Specifically, when determining the initial density of the slope protection lattice beam, the hardness coefficient of the land is determined according to the soil type.

[0073] If n≥6, the hardness coefficient of the land is determined to be the first hardness coefficient G1;

[0074] If 6>n≥3, the hardness coefficient of the land is determined to be the second hardness coefficient G2;

[0075] If 3>n≥1, the hardness coefficient of the land is determined to be the third hardness coefficient G3.

[0076] In the embodiment of the present invention, there are 8 types of land, n represents the nth soil type, n = 1, 2, 3, 4, 5, 6, 7, 8, the first soil type is soft soil, the second soil type is ordinary soil, the third soil type is hard soil, the fourth soil type is gravel hard soil, the fifth soil type is soft stone, the sixth soil type is semi-hard stone, the seventh soil type is hard stone, and the eighth soil type is extra-hard stone. The larger the value of n, the greater the hardness of the land. The first hardness coefficient G1 is 1.5, the second hardness coefficient G2 is 1.3, and the third hardness coefficient G3 is 1.2.

[0077] In the present invention, different types of soil have different degrees of softness and hardness. The hardness coefficient of the soil is determined according to different land types, and slope protection is performed according to the hardness coefficient of the soil to improve the precise control of the soil conditions.

[0078] Specifically, after determining the hardness coefficient of the soil, determine the volume S1 of each soil type and the total volume S2 of the construction land to calculate the soil weight coefficient Q of each soil type, and set

[0079] Q=(Un / Uz)×G(1)

[0080] Among them, Un is the volume of the nth soil type, Uz is the total volume of the construction land, and G is the hardness coefficient.

[0081] In the present invention, the weights of various types of soil are different. The present invention determines the soil weight coefficient of each type of land by the volume of each soil type and the total volume of the construction land, thereby enhancing the control over the soil conditions.

[0082] Specifically, after determining the soil weight coefficient of each soil type, the comprehensive index S of the land is determined according to the initial density of the slope protection lattice beam, the hardness coefficient of the land and the soil weight coefficient, and the soil weight coefficient is set.

[0083]

[0084] Wherein, Qn refers to the weight coefficient of the nth soil type, j refers to the jth hardness coefficient, j=1, 2, 3, and whether to adjust the density of the slope protection lattice beam is determined according to the comparison result of the comprehensive index S and the preset comprehensive index S0;

[0085] If S≤S0, it is determined to adjust the density of the slope protection lattice beam;

[0086] If S>S0, it is determined that the density of the slope protection lattice beam is not adjusted;

[0087] Among them, the preset comprehensive index S0 is 6.

[0088] In the present invention, the comprehensive index of the land is determined according to the hardness coefficient of the land and the soil weight coefficient, thereby improving the precise control of the soil quality. Further, it is determined whether to adjust the density of the slope protection lattice beam according to the comprehensive index of the land, thereby improving the precise control of the slope protection lattice beam and reducing the problem of slope dislocation caused by soil quality problems.

[0089] Specifically, when it is determined to adjust the density of the slope protection lattice beam, the index difference S1 between the comprehensive index S and the preset comprehensive index S0 is calculated, and the adjustment method of the density of the slope protection lattice beam is determined according to the comparison result of the index difference S1 and the preset difference S2;

[0090] If S1≤S2, the density adjustment method of the slope protection lattice beam is determined to be the first adjustment method;

[0091] If S1>S2, the density adjustment method of the slope protection lattice beam is determined to be the second adjustment method;

[0092] Among them, the first adjustment method is to adjust the density according to the annual average precipitation, and the second adjustment method is to adjust the density according to the depth of the groundwater. The preset difference S2 is 0.5.

[0093] The present invention determines the adjustment method of the density of the slope protection lattice beam through the comprehensive index and the preset comprehensive index, thereby improving the precise control of the density of the slope protection lattice beam.

[0094] Specifically, when the adjustment mode is determined to be the first adjustment mode, the density after adjustment is set to Pt, and the

[0095] Pt=Pm×(1+Q / Q0)(3)

[0096] Among them, Pm is the density of the slope protection lattice beam mentioned before adjustment, m=1, 2, 3, Q is the average annual precipitation, and Q0 is the average annual precipitation standard.

[0097] In the embodiment of the present invention, Q0 is 400 mm.

[0098] The present invention adjusts the density of the lattice beam according to the annual precipitation of the construction site, improves the precise control of the actual situation of the construction site, improves the precise control of the density of the lattice beam, and reduces the problem of soil loss on the slope.

[0099] Specifically, when the adjustment mode is determined to be the second adjustment mode, the density after adjustment is set to Pt, and the

[0100] Pt=Pm×(1+H / H0)(4)

[0101] Wherein, Pm is the density of the slope protection lattice beam before adjustment, m=1, 2, 3, H is the depth of groundwater at the construction site, and H0 is the preset groundwater depth.

[0102] In the embodiment of the present invention, the preset groundwater depth H0 is 70m.

[0103] In the present invention, the smaller the depth of groundwater is, the greater the possibility of slope displacement is, and the greater the slope protection strength required is. The present invention readjusts the density of the slope protection lattice beams according to the groundwater level, thereby improving the precise control of the actual situation of the construction site and the precise control of the density of the slope protection lattice beams.

[0104] Specifically, when the density of the lattice beam is adjusted, the density of the slope protection lattice beam is adjusted again according to the highest water level h in the rainy season of the construction site, and the preset highest water level h0 in the rainy season is set.

[0105] If h≤h0, the density of the slope protection lattice beam after re-adjustment is Pq=Pt×(1+H / H0);

[0106] If h>h0, the density of the slope protection lattice beam after re-adjustment is Pq=Pt×(1.2+H / H0);

[0107] In the embodiment of the present invention, the preset maximum water level h0 in the rainy season is 0.5 m.

[0108] In the present invention, the higher the highest water level in the rainy season, the greater the possibility of slope displacement, and the greater the required slope protection strength. The density of the slope protection lattice beams after re-adjustment is determined according to the highest water level in the rainy season, thereby improving the precise control of the density of the slope protection lattice beams.

[0109] Specifically, when the density of the slope protection lattice beam is adjusted again, the density of the slope protection lattice beam of the historical construction land with a comprehensive index similar to that of the construction land in the historical construction is obtained, and the density of the slope protection lattice beam after the density compensation of the slope protection lattice beam is determined according to the density;

[0110] If Pq / P4>0.85, the density of the slope protection lattice beam after compensation is determined to be P5, and P5=P×(1+P / P4);

[0111] If Pq / P4≤0.85, the density of the slope protection lattice beam after compensation is determined to be P5, and P5=P×(1.1+P / P4).

[0112] The present invention utilizes big data to retrieve the density of slope protection lattice beams of other lands with similar comprehensive indexes, and determines the density of slope protection lattice beams after density compensation of slope protection lattice beams according to the density of slope protection structural beams of other similar lands, thereby improving the precise control of the density of slope protection lattice beams.

[0113] So far, the technical solutions of the present invention have been described in conjunction with the preferred embodiments shown in the accompanying drawings. However, it is easy for those skilled in the art to understand that the protection scope of the present invention is obviously not limited to these specific embodiments. Without departing from the principle of the present invention, those skilled in the art can make equivalent changes or substitutions to the relevant technical features, and the technical solutions after these changes or substitutions will fall within the protection scope of the present invention.

[0114] The above description is only a preferred embodiment of the present invention and is not intended to limit the present invention. For those skilled in the art, the present invention may have various modifications and variations. Any modification, equivalent replacement, improvement, etc. made within the spirit and principle of the present invention shall be included in the protection scope of the present invention.

Claims

1. A rapid construction method for slope protection lattice beams, It is characterized in that include: Step S1, measuring and laying out on the leveled slope; Step S2, making a frame template of the lattice beam and marking the center line or contour line of the preset position of the lattice beam; Step S3, excavating a groove for the lattice beam; Step S4, installing the steel cage and the frame formwork; Step S5: Warehouse inspection by supervisor; Step S6, performing lattice beam concrete pouring construction; Step S7, demoulding and concrete curing; In step S2, when making the frame template of the lattice beam, the initial density of the slope protection lattice beam is determined according to the slope, the hardness coefficient of the land is determined according to the soil type, and the soil weight coefficient of each soil type is determined according to the volume of each soil type and the total volume of the construction land to determine the comprehensive index of the land, and the density of the lattice beam is adjusted according to the comprehensive index of the land and the average annual precipitation or the depth of groundwater; In the step S2, when making the lattice formwork of the lattice beam, the initial density of the slope protection lattice beam is determined according to the comparison result of the slope and the preset slope, the preset slope includes a first preset slope and a second preset slope, the first preset slope is greater than the second preset slope, and the second initial density is greater than the third initial density and less than the first initial density; If the slope is greater than a first preset slope, determining the initial density of the slope protection lattice beam to be a first initial density; If the slope is less than or equal to the first preset slope and greater than the second preset slope, determining the initial density of the slope protection lattice beam to be the second initial density; If the slope is less than or equal to the second preset slope, determining the initial density of the slope protection lattice beam to be a third initial density; When the initial density of the slope protection lattice beam is determined, the hardness coefficient of the land is determined according to the soil type, and the second hardness coefficient is greater than the third hardness coefficient and less than the first hardness coefficient; If n≥6, the hardness coefficient of the land is determined to be the first hardness coefficient; If 6>n≥3, the hardness coefficient of the land is determined to be the second hardness coefficient; If 3>n≥1, the hardness coefficient of the land is determined to be the third hardness coefficient; Where n represents the nth soil type, n = 1, 2, 3, 4, 5, 6, 7, 8; After determining the hardness coefficient of the soil, determine the volume of each soil type and the total volume of the construction site to calculate the weight coefficient Q of each soil type, and set Q=(Un / Uz)×G(1) Wherein, Un is the volume of the nth soil type, Uz is the total volume of the construction land, and G is the hardness coefficient; After determining the soil weight coefficient of each soil type, the comprehensive index S of the land is determined according to the initial density, the hardness coefficient of the land and the soil weight coefficient of each soil type, and the soil weight coefficient of each soil type is set. Wherein, Qn refers to the weight coefficient of the nth soil type, j refers to the jth hardness coefficient, j=1, 2, 3, and whether to adjust the density of the slope protection lattice beam is determined according to the comparison result of the comprehensive index S and the preset comprehensive index S0, If S≤S0, it is determined to adjust the density of the slope protection lattice beam; If S>S0, it is determined that the density of the slope protection lattice beam is not adjusted; When it is determined to adjust the density of the slope protection lattice beam, the index difference between the comprehensive index and the preset comprehensive index is calculated, and the adjustment method for the density of the slope protection lattice beam is determined based on the comparison result of the index difference and the preset index difference, wherein the first adjustment method is to adjust the density according to the annual average precipitation, and the second adjustment method is to adjust the density according to the depth of the groundwater.

2. The rapid construction method of the slope protection lattice beam according to claim 1, It is characterized in that When the adjustment mode is determined to be the first adjustment mode, the density after adjustment is set to Pt, and the setting Pt=Pm×(1+Q / Q0)(3) Among them, Pm is the density of the slope protection lattice beam mentioned before adjustment, Q is the average annual precipitation, and Q0 is the average annual precipitation standard.

3. The rapid construction method of the slope protection lattice beam according to claim 2, It is characterized in that When the adjustment mode is determined to be the second adjustment mode, the density after adjustment is set to Pt, and the setting Pt=Pm×(1+H / H0)(4) Wherein, Pm is the density of the slope protection lattice beam before adjustment, m=1, 2, 3, H is the depth of groundwater at the construction site, and H0 is the preset groundwater depth.

4. The rapid construction method of the slope protection lattice beam according to claim 3, It is characterized in that When the density of the lattice beams is adjusted, the density of the slope protection lattice beams is adjusted again according to the highest water level of the construction site in the rainy season.

5. The rapid construction method of the slope protection lattice beam according to claim 4, It is characterized in that When the density of the slope protection lattice beam is adjusted again, the density of the slope protection lattice beam of the historical construction land with a comprehensive index similar to that of the construction land is obtained, and the density of the slope protection lattice beam after the density compensation of the slope protection lattice beam is determined according to the density.

Images