High-efficiency slope cutting construction method
Patent Information
- Application Number
- CN202310676971.7
- Authority / Receiving Office
- CN · China
- Patent Type
- Patents(China)
- Current Assignee / Owner
- Filing Date
- 2023-06-08
- Publication Date
- 2026-09-25
- Estimated Expiration
- 2043-06-08
AI Technical Summary
[0003]本发明所要解决的技术问题是提供一种高效削坡施工方法,该方法解决了现有的削坡方法精度较低、效率较差的问题,具有可实现精准削坡的特点
本发明中,通过有保护层的粗削坡坡面上,随机打上四根木桩,在木桩上刻画距设计坡面的统一距离线,在上部两根桩和下部两根桩刻画线处绑固定细绳,在上下固定绳间系带活动挂钩细绳,人工使用的铁锹柄画有标记线,挖掘机斗齿处焊有钢板,人工配合挖机进行坡面精确削坡;减少了削坡测量仪器的依赖,减小人工成本;增加了削坡效率,避免“挖一铲,测一次”的低效情况。
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Figure CN117166480B_ABST
Abstract
Description
Technical Field
[0001] This invention belongs to the field of slope control technology, and specifically relates to an efficient slope cutting construction method. Background Technology
[0002] Water conservancy projects often involve the excavation of artificial channels. These artificial channels employ concrete lining for slopes, which requires high precision in slope cutting. Improving the accuracy and efficiency of slope cutting is increasingly becoming a key factor affecting project progress and cost. Existing slope cutting methods are often rather crude, involving simple line marking followed by the gradual cutting of slopes using excavators and other equipment, which cannot guarantee accuracy and efficiency. Therefore, it is necessary to design an efficient slope cutting construction method to solve the above problems. Summary of the Invention
[0003] The technical problem to be solved by the present invention is to provide an efficient slope cutting construction method. This method solves the problems of low accuracy and poor efficiency of existing slope cutting methods and has the characteristic of achieving precise slope cutting.
[0004] To solve the above-mentioned technical problems, the technical solution adopted by the present invention is: an efficient slope cutting construction method, comprising the following steps: An efficient slope cutting construction method includes the following steps: S1, the slope is roughly cut using an excavator, with a protective layer reserved; S2, drive four wooden stakes vertically at the four corners of the rough slope area, and use a plumb line to control the wooden stakes to ensure verticality; S3. Use a total station or RTK measuring instrument to measure the coordinates of the top of the wooden pile, calculate the difference in elevation between the top of the wooden pile and the design slope, and mark a line on the wooden pile at the same distance from the design slope. S4. Tie a thin rope to the two upper and two lower wooden stakes at the marked lines, and tie a movable hook rope between the upper and lower fixed thin ropes; or tie a fixed thin rope to the two left and right wooden stakes respectively, and tie a movable hook rope between the left and right fixed ropes. S5, the handle of the shovel used by the operator is marked with a line, and the distance between the line and the bottom of the shovel and the distance between the line and the wooden stake is the same as the distance from the designed slope; a circular spirit level is installed on the shovel, and a steel plate is welded to the bucket teeth of the excavator, and the operator works with the excavator to precisely cut the slope. S6 involves rough cutting a large area of the slope in one go using the method in step S1, and then repeating the operation from step S2 to S5. In step S2, only two wooden stakes need to be removed before proceeding to the next section, thus controlling the precise cutting of the entire slope.
[0005] Preferably, in steps S1 to S5, the plane formed by four points at the same distance from the designed slope is parallel to the designed slope, and the distances from the plane to the line connecting any two of the four points and the line connecting any point on the two connecting lines are always equal, equal to the distance from the four points to the plane.
[0006] Preferably, in steps S4 and S5, the elevation difference measurement is performed using a movable hook hanging method and a shovel marking method.
[0007] Furthermore, the rope should be lightweight, resilient, and smooth to prevent sagging and facilitate hook sliding; nylon rope is preferable. The hook should be made of thick iron wire, lightweight yet with a certain degree of rigidity. The distance between the shovel handle marking and the bottom should be the same as the distance between the wooden stake marking and the designed slope marking. The height of the marking can be adjusted appropriately according to the amount of remaining soil on the slope. A vertical distance should be used. When driving the wooden stake, a plumb line should be used to control the verticality. The shovel should be used to measure the level bubble in the center.
[0008] Furthermore, steel plates are welded to the excavator bucket teeth to facilitate the cutting of a flat surface, and any uneven areas are leveled manually.
[0009] The beneficial effects of this invention are as follows: In this invention, four wooden stakes are randomly driven into the rough slope surface with a protective layer. A uniform distance line from the designed slope surface is marked on the wooden stakes. Thin ropes are tied to the marked lines on the upper two stakes and the lower two stakes. A movable hook rope is tied between the upper and lower fixed ropes. The handle of the shovel used by the operator is marked with a line, and steel plates are welded to the bucket teeth of the excavator. The operator works with the excavator to precisely cut the slope surface. This reduces the reliance on slope cutting measuring instruments, reduces labor costs, increases slope cutting efficiency, and avoids the inefficient situation of "digging one shovel and measuring one time". Attached Figure Description
[0010] Figure 1 This is a planar schematic diagram of the present invention; Figure 2 This is a schematic diagram of the cross-section of the present invention; Figure 3 This is a schematic diagram of the marking lines on the handle of the shovel of the present invention; Figure 4 This is a detailed drawing of the movable hook of the present invention. Detailed Implementation
[0011] An efficient slope cutting construction method includes the following steps: S1, the slope is roughly cut by an excavator, leaving a protective layer of about 20cm; S2, drive four wooden stakes vertically at the four corners of the rough slope area, and use a plumb line to control the verticality of the wooden stakes. S3. Use a total station or RTK measuring instrument to measure the coordinates of the top of the wooden pile, calculate the difference in elevation between the top of the wooden pile and the design slope, and mark a line on the wooden pile at the same distance from the design slope; 50 to 80 cm is appropriate. S4. Tie a thin rope to the two upper and two lower wooden stakes at the marked lines, and tie a movable hook rope between the upper and lower fixed thin ropes; or tie a fixed thin rope to the two left and right wooden stakes respectively, and tie a movable hook rope between the left and right fixed ropes. S5, the handle of the shovel used by the operator is marked with a line, and the distance between the line and the bottom of the shovel and the distance between the line and the wooden stake is the same as the distance from the designed slope; a circular spirit level is installed on the shovel, and a steel plate is welded to the bucket teeth of the excavator, and the operator works with the excavator to precisely cut the slope. S6 involves rough cutting a large area of the slope in one go using the method in step S1, and then repeating the operation from step S2 to S5. In step S2, only two wooden stakes need to be removed before proceeding to the next section, thus controlling the precise cutting of the entire slope.
[0012] Preferably, in steps S1 to S5, the plane formed by four points at the same distance from the designed slope is parallel to the designed slope, and the distances from the plane to the line connecting any two of the four points and the line connecting any point on the two connecting lines are always equal, equal to the distance from the four points to the plane.
[0013] Preferably, in steps S4 and S5, the elevation difference measurement is performed using a movable hook hanging method and a shovel marking method.
[0014] Furthermore, the rope should be lightweight, resilient, and smooth to prevent sagging and facilitate hook sliding; nylon rope is preferable. The hook should be made of thick iron wire, lightweight yet with a certain degree of rigidity. The distance between the shovel handle marking and the bottom should be the same as the distance between the wooden stake marking and the designed slope marking. The height of the marking can be adjusted appropriately according to the amount of remaining soil on the slope. A vertical distance should be used. When driving the wooden stake, a plumb line should be used to control the verticality. The shovel should be used to measure the level bubble in the center.
[0015] Furthermore, steel plates are welded to the excavator bucket teeth to facilitate the cutting of a flat surface, and any uneven areas are leveled manually.
[0016] The above embodiments are merely preferred technical solutions of the present invention and should not be considered as limitations on the present invention. The embodiments and features described in these embodiments can be arbitrarily combined without conflict. The scope of protection of the present invention should be limited to the technical solutions described in the claims, including equivalent substitutions of the technical features described in the claims. That is, equivalent substitutions and improvements within this scope are also within the scope of protection of the present invention.
Claims
1. A highly efficient slope cutting construction method, characterized in that: Includes the following steps: S1, the slope is roughly cut using an excavator, with a protective layer reserved; S2, drive four wooden stakes (1) vertically at the four corners of the rough slope area, and use a plumb line to control the wooden stakes (1) to ensure verticality; S3. Use a total station or RTK measuring instrument to measure the coordinates of the top of the wooden pile, calculate the difference in elevation between the top of the wooden pile (1) and the designed slope surface, and mark the same distance from the designed slope surface on the wooden pile (1). S4, tie a fixed rope (2) to the marked lines on the two upper wooden stakes (1) and the two lower wooden stakes (1), and tie a movable hook rope (3) between the upper and lower fixed ropes (2); or tie a fixed rope (2) to the two left and right wooden stakes (1), and tie a movable hook rope (3) between the left and right fixed ropes. S5, the handle of the shovel used by man has a marking line (4), the position of the marking line (4) is the same distance from the bottom of the shovel and the distance from the marking line of the wooden stake (1) to the designed slope; a circular level bubble (5) is installed on the shovel, and a steel plate (6) is welded to the bucket teeth of the excavator, and the man cooperates with the excavator to accurately cut the slope; A plane formed by four points at the same distance from the design slope is parallel to the design slope. The distances from the plane to any pair of the four points and the distances from any point on any of the two connecting lines are always equal, equal to the distances from the four points to the plane. S6, using the method in step S1, roughly cuts a large area of the slope at once, and steps S2 to S5 are repeated; in step S2, only two wooden stakes need to be removed before the next section can be constructed, thus controlling the entire slope surface for precise cutting. The height of the markings should be adjusted appropriately according to the amount of remaining soil on the slope, using vertical distance.
2. The efficient slope cutting construction method according to claim 1, characterized in that: In steps S4 and S5, elevation difference measurement is performed using a movable hook and a shovel marking method.
Citation Information
Patent Citations
Measurable shovel
CN108934195A