CN114580072B - Rapid arrangement method and system for slope reinforcement multi-firmware - Google Patents
Rapid arrangement method and system for slope reinforcement multi-firmware Download PDFInfo
- Publication number
- CN114580072B CN114580072B CN202210462126.5A CN202210462126A CN114580072B CN 114580072 B CN114580072 B CN 114580072B CN 202210462126 A CN202210462126 A CN 202210462126A CN 114580072 B CN114580072 B CN 114580072B
- Authority
- CN
- China
- Prior art keywords
- reinforcements
- slope
- reinforcement
- ideal
- arrangement
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Images
Classifications
-
- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06F—ELECTRIC DIGITAL DATA PROCESSING
- G06F30/00—Computer-aided design [CAD]
- G06F30/10—Geometric CAD
- G06F30/13—Architectural design, e.g. computer-aided architectural design [CAAD] related to design of buildings, bridges, landscapes, production plants or roads
-
- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06F—ELECTRIC DIGITAL DATA PROCESSING
- G06F30/00—Computer-aided design [CAD]
- G06F30/10—Geometric CAD
- G06F30/12—Geometric CAD characterised by design entry means specially adapted for CAD, e.g. graphical user interfaces [GUI] specially adapted for CAD
-
- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06F—ELECTRIC DIGITAL DATA PROCESSING
- G06F30/00—Computer-aided design [CAD]
- G06F30/20—Design optimisation, verification or simulation
- G06F30/23—Design optimisation, verification or simulation using finite element methods [FEM] or finite difference methods [FDM]
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A10/00—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE at coastal zones; at river basins
- Y02A10/23—Dune restoration or creation; Cliff stabilisation
Abstract
The invention discloses a method and a system for rapidly arranging slope reinforcement multi-firmware, wherein the method comprises the following steps: determining an ideal reinforcement arrangement area according to the projection range of the slope surface of the side slope to be reinforced; setting priority order and arrangement row spacing for each type of reinforcement; dividing an ideal reinforcement arrangement area into two-dimensional grids according to the minimum spacing row pitch of the reinforcements; arranging a plurality of types of reinforcements into a two-dimensional grid according to the priority order and the row spacing of each type of reinforcements; and projecting each reinforcing member in the two-dimensional grid to the slope surface range of the slope to be reinforced along the normal direction of the ideal reinforcing arrangement area to complete multi-firmware arrangement. According to the method, a plurality of types of reinforcements are deployed in a two-dimensional grid on a three-dimensional slope projection plane to be reinforced, the plurality of types of reinforcements are sequentially arranged according to the priority order of each type of reinforcement, and only the reinforcement with the highest priority is reserved in each grid, so that the problem of position conflict can be rapidly solved, and the deployment efficiency is improved.
Description
Technical Field
The invention belongs to the technical field of slope reinforcement, and particularly relates to a method and a system for rapidly arranging slope reinforcement multi-firmware.
Background
In the field of foundation construction such as water conservancy and hydropower, traffic, residential buildings and the like, side slopes are formed by earth surface excavation or filling, important facilities or building structures are generally distributed around the side slopes, and the side slopes belong to unstable structures, so that the stability of the side slopes is very important to ensure. According to the requirements of the technical specifications of slope engineering, in order to ensure that the safety coefficient of the engineering slope meets the requirements of the design specifications, the slope is often reinforced and supported to ensure the safety and stability of the slope and surrounding buildings.
Slope reinforcement is usually carried out by paving reinforcing mesh on the slope surface, spraying concrete, driving anchor rods and anchor cables into the slope, and the like. Meanwhile, in order to improve the pertinence and the effectiveness of slope reinforcement, reinforcement arrangement design is required before construction, traditional slope reinforcement arrangement software is better in arrangement effect of a single reinforcement, but the problems of low arrangement efficiency and reinforcement position conflict can occur when a plurality of types of reinforcements are arranged on the same slope, the arrangement region is not reasonable due to irregular slope boundary, the traditional slope reinforcement arrangement software tries to eliminate the problems through manual judgment and intervention of designers and field constructors, the efficiency is lower and tedious, especially for large-scale complex slopes, and the traditional slope reinforcement arrangement mode becomes abnormal and inefficient.
Disclosure of Invention
Aiming at the defects of the prior art, the invention provides a method and a system for rapidly arranging multiple slope reinforcement fasteners, which are used for solving the problem that the arrangement mode is complicated when multiple types of reinforcements are required to be arranged on the same slope.
The invention discloses a method for quickly arranging slope reinforcement multi-firmware, which comprises the following steps:
determining an ideal reinforcement arrangement area according to the projection range of the slope surface of the side slope to be reinforced;
setting priority order and arrangement row spacing for each type of reinforcement;
dividing an ideal reinforcement arrangement area into two-dimensional grids according to the minimum spacing row pitch of the reinforcements;
arranging a plurality of types of reinforcements into a two-dimensional grid according to the priority order and the row spacing of each type of reinforcements;
and projecting each reinforcing member in the two-dimensional grid to the slope surface range of the slope to be reinforced along the normal direction of the ideal reinforcing arrangement area to complete multi-firmware arrangement.
On the basis of the above technical solution, preferably, the determining an ideal reinforcement layout area according to the projection range of the slope surface of the side slope to be reinforced specifically includes:
projecting the slope surface of the side slope to be reinforced onto the vertical plane of the slope segment line of the side slope to obtain an ideal reinforcing arrangement area; the ideal reinforcing arrangement area reserves the main pile number along the slope section line and the real elevation of the slope.
On the basis of the technical scheme, preferably, the row spacing of the reinforcing members in different priority orders is in a multiple relation with the minimum row spacing.
On the basis of the above technical solution, preferably, the dividing the ideal reinforcement layout area into two-dimensional grids according to the minimum pitch of the reinforcements specifically includes:
selecting a minimum pitch and a minimum pitch from the pitch of all the stiffeners;
determining the space and the row spacing of the two-dimensional grid according to the minimum space and the minimum row spacing;
and carrying out grid division on the ideal reinforcing arrangement area according to the distance and the row pitch, wherein the two-dimensional grid distribution range is rectangular and is the minimum external rectangle of the ideal reinforcing arrangement area.
On the basis of the above technical solution, preferably, the arranging the multiple types of stiffeners into the two-dimensional grid according to the priority order and the spacing of each type of stiffener includes:
sequentially selecting the reinforcing members from high to low according to the priority order of the reinforcing members, after the reinforcing members are selected each time, arranging the selected reinforcing members to the centroid of the two-dimensional grid according to the row spacing set by the selected reinforcing members, and sequentially arranging until all the reinforcing members are arranged;
on the basis of the foregoing technical solution, preferably, the arranging the multiple classes of stiffeners into the two-dimensional grid according to the priority order and the spacing of each class of stiffeners further includes:
if the grid arrangement positions with different priorities are overlapped, only the reinforcing member with the highest priority is reserved, and only one reinforcing member is allowed to be arranged in one grid area.
On the basis of the above technical solution, preferably, the arranging the multiple types of stiffeners into the two-dimensional grid according to the priority order and the spacing between each type of stiffener further includes:
and performing boundary arrangement processing on the ideal reinforcement arrangement area, and canceling the arrangement of the reinforcements of the corresponding grids when the centroids of the grids are not within the boundary range of the ideal reinforcement arrangement area.
In a second aspect of the present invention, a fast deployment system for slope reinforcement multi-firmware is disclosed, the system comprising:
a region determination module: the method is used for determining an ideal reinforcement arrangement area according to the projection range of the slope surface of the side slope to be reinforced;
a parameter setting module: setting priority order and row spacing for each type of reinforcement;
a mesh division module: the system comprises a two-dimensional grid, a grid array and a plurality of reinforcing members, wherein the two-dimensional grid is used for dividing an ideal reinforcing arrangement area into two-dimensional grids according to the minimum row spacing of the reinforcing members;
a firmware arrangement module: the system comprises a two-dimensional grid, a plurality of classes of reinforcements, a plurality of groups of reinforcements and a plurality of groups of reinforcements, wherein the two-dimensional grid is used for arranging the reinforcements according to the priority order and the row spacing of the reinforcements;
a three-dimensional delivery module: and the method is used for projecting each reinforcing member in the two-dimensional grid to the slope surface range of the slope to be reinforced along the normal direction of the ideal reinforcing arrangement area so as to finish multi-firmware arrangement.
In a third aspect of the present invention, an electronic device is disclosed, comprising: at least one processor, at least one memory, a communication interface, and a bus;
the processor, the memory and the communication interface complete mutual communication through the bus;
the memory stores program instructions executable by the processor which are invoked by the processor to implement the method of the first aspect of the invention.
In a fourth aspect of the invention, a computer-readable storage medium is disclosed, which stores computer instructions for causing a computer to implement the method of the first aspect of the invention.
Compared with the prior art, the invention has the following beneficial effects:
1) the three-dimensional slope surface of the side slope to be reinforced is projected to the vertical plane of the slope segment line of the side slope, an ideal reinforcement arrangement area is obtained and is divided according to the minimum interval grid of the reinforcement members, the arrangement of the reinforcement members is completed in the two-dimensional grid, and then the three-dimensional slope surface of the side slope to be reinforced is projected back, so that the spatial complexity of the arrangement of the reinforcement members is reduced.
2) The priority order is set for each type of reinforcing member in advance, a plurality of types of reinforcing members are sequentially arranged in the two-dimensional grid according to the priority order of each type of reinforcing member, if the grid arrangement positions with different priorities are overlapped, only the reinforcing member with the highest priority is reserved, so that only one reinforcing member is arranged in one grid area, the problem of position conflict can be rapidly processed, and the deployment efficiency is improved.
3) The boundary processing is carried out on the boundary relative position relation between the grid centroid and the ideal reinforcement arrangement region, the reinforcement arrangement at the boundary is reasonably arranged, the problem that the arrangement region is unreasonable due to irregular slope boundary is reduced, and the practicability of the slope reinforcement scheme is improved.
Drawings
In order to more clearly illustrate the embodiments of the present invention or the technical solutions in the prior art, the drawings used in the embodiments or the prior art descriptions will be briefly described below, it is obvious that the drawings in the following description are only some embodiments of the present invention, and other drawings can be obtained by those skilled in the art without creative efforts.
Fig. 1 is a flowchart of a method for rapidly arranging multiple slope reinforcement firmware according to an embodiment of the present invention;
fig. 2 is an exemplary illustration of slope reinforcement provided by an embodiment of the present invention.
Detailed Description
The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to 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 obtained by a person skilled in the art without any inventive step based on the embodiments of the present invention, are within the scope of the present invention.
Referring to fig. 1, the present invention provides a method for rapidly arranging multiple slope reinforcement firmware, where the method includes:
and S1, determining an ideal reinforcement arrangement area according to the projection range of the slope surface of the side slope to be reinforced.
The method comprises the steps of selecting a slope surface of a side slope to be reinforced, wherein the slope surface of the side slope to be reinforced generally belongs to a three-dimensional form, projecting the slope surface of the side slope to be reinforced to a vertical plane of a slope segment line of the side slope to obtain a projected two-dimensional ideal slope surface area, and taking the projected area as an ideal reinforcing arrangement area. Because the ideal reinforcing and arranging area is determined by the projection of the slope surface of the side slope to be reinforced, the number of the main piles and the real elevation of the slope surface are reserved in the ideal reinforcing and arranging area along the slope segment line, the complexity of a three-dimensional space is reduced to two dimensions, and the space judgment of the reinforcing and arranging of designers is facilitated.
And S2, setting priority and interval for each type of reinforcement.
Different reinforcing members have different reinforcing modes and different action areas, so that the default arrangement interval and row spacing are set for each type of reinforcing members in advance, the arrangement interval and row spacing are set to be selectable, and the adjustment can be selected according to actual requirements.
In addition, in order to solve the problem of arrangement position conflict among different types of reinforcements, different priorities are set for the different reinforcements, and the reinforcements are preferentially deployed with high priorities and then deployed with low priorities. Such as: the priority of the anchor bar pile is greater than the priority of the anchor rope and greater than the priority of the anchor rod.
In order to conveniently determine the deployment position, the invention sets multiple relation between the row spacing and the minimum row spacing of the reinforcing members with different priority orders. For example, when the anchor cable has the highest priority and the distance is 4m, the distance between the anchor rods with the lower priority can only be 0.5m, 1m and 2m, the minimum distance is 0.5, the distance between the anchor rods and the minimum distance is multiple relation with 0.5, and the ranking distances are the same.
And S3, dividing the ideal reinforcing arrangement area into two-dimensional grids according to the minimum pitch of the reinforcing members.
As shown in fig. 2, a concept of two-dimensional grid is adopted, an ideal reinforcement arrangement area is divided by the two-dimensional grid, and since the ideal arrangement area is generally irregular, in order to completely cover the ideal reinforcement arrangement area, a distribution range of the two-dimensional grid is rectangular and slightly larger than the ideal reinforcement arrangement area, and a minimum circumscribed rectangle of the ideal reinforcement arrangement area is generally taken.
Selecting a minimum spacing and a minimum spacing from the spacing of all the reinforcing members, and determining the spacing and the spacing of the two-dimensional grid according to the minimum spacing and the minimum spacing;
and carrying out grid division on the ideal reinforcing arrangement area according to the distance and the row pitch, wherein the two-dimensional grid distribution range is rectangular and is the minimum external rectangle of the ideal reinforcing arrangement area.
The space and the row pitch of the two-dimensional grid are determined according to the set minimum space row pitch in the type of the reinforcements to be arranged, so that the situation that different types of reinforcements fall on different positions in the same grid to influence the determination of the deployment position can be avoided.
And S4, arranging the multiple types of reinforcements into the two-dimensional grid according to the priority order and the row spacing of the reinforcements.
Specifically, as shown in fig. 2, the stiffeners are sequentially selected according to the priority order of the stiffeners from high to low, after each stiffener is selected, the selected stiffeners are arranged to the centroids of the two-dimensional grids according to the set pitch of the selected stiffeners, and the stiffeners are sequentially arranged until all the stiffeners are arranged;
if the grid arrangement positions with different priorities are overlapped, only the reinforcing member with the highest priority is reserved, and only one reinforcing member is allowed to be arranged in one grid area.
Because every type of reinforcement is arranged in two-dimensional grid region according to the row spacing of setting for, wherein can appear that same net can be occupied by multiclass reinforcement, through setting for priority order to every type of reinforcement in advance, confirm the reinforcement that this net should remain by the priority order of the all kinds of reinforcements that occupy same net again, guarantee that a net region only arranges a reinforcement to effectively avoid the problem that the reinforcement is repeatedly arranged in same net.
And S5, carrying out boundary arrangement processing on the ideal reinforcement arrangement area, and canceling the arrangement of the reinforcements of the corresponding grid when the grid centroid is not within the boundary range of the ideal reinforcement arrangement area.
As shown in fig. 2, the distribution range of the two-dimensional grid is rectangular and slightly larger than the ideal reinforcement arrangement area, and the boundary line of the ideal reinforcement arrangement area may intersect with the grid, so that the problem of matching between the grid and the boundary exists.
S6, projecting each reinforcement in the two-dimensional grid to the slope surface range of the side slope to be reinforced along the normal direction of the ideal reinforcement arrangement area, and completing multi-firmware arrangement.
After arranging the various types of reinforcements into the two-dimensional grid of the ideal reinforcement arrangement area in the manner of steps S4, S5, arrangement parameters and arrangement forms are obtained, and the arrangement forms include quincunx arrangement or parallel arrangement. And finally, projecting all the reinforcing members in the two-dimensional grid to the slope surface of the selected slope to be reinforced along the normal direction of the ideal reinforcing arrangement area, and finishing the arrangement design of the slope reinforcing multi-fixing members.
According to the method, the multi-class reinforcement is deployed in the two-dimensional grid on the three-dimensional slope surface projection plane of the slope to be reinforced, so that the complexity of slope reinforcement is reduced. The priority order is set for each type of reinforcing member in advance, a plurality of types of reinforcing members are sequentially arranged according to the priority order of each type of reinforcing member, if the grid arrangement positions with different priorities are overlapped, only the reinforcing member with the highest priority is reserved, so that only one reinforcing member is arranged in one grid area, the problem of position conflict can be rapidly processed, and the deployment efficiency is improved.
Corresponding to the embodiment of the method, the invention also provides a rapid arrangement system of the slope reinforcement multi-firmware, which comprises the following steps:
a region determination module: the method is used for determining an ideal reinforcing arrangement area according to the slope surface range of the side slope to be reinforced;
a parameter setting module: setting a priority order and an arrangement row spacing for each type of reinforcing member;
a mesh division module: the system comprises a two-dimensional grid, a grid array and a plurality of reinforcing members, wherein the two-dimensional grid is used for dividing an ideal reinforcing arrangement area into two-dimensional grids according to the minimum row spacing of the reinforcing members;
a firmware arrangement module: the system comprises a two-dimensional grid, a plurality of classes of reinforcements, a plurality of groups of reinforcements and a plurality of groups of reinforcements, wherein the two-dimensional grid is used for arranging the reinforcements according to the priority order and the row spacing of the reinforcements;
a three-dimensional delivery module: and the method is used for projecting each reinforcing member in the two-dimensional grid to the slope surface range of the slope to be reinforced along the normal direction of the ideal reinforcing arrangement area so as to finish multi-firmware arrangement.
The above system embodiments correspond to the method embodiments one to one, and the brief description of the system embodiments may refer to the method embodiments.
The present invention also discloses an electronic device, comprising: at least one processor, at least one memory, a communication interface, and a bus; the processor, the memory and the communication interface complete mutual communication through the bus; the memory stores program instructions executable by the processor which invokes the method of the invention as described above.
The invention also discloses a computer readable storage medium which stores computer instructions for causing the computer to implement all or part of the steps of the method of the embodiment of the invention. The storage medium includes: a U disk, a removable hard disk, a read-only memory ROM, a random access memory RAM, a magnetic disk or an optical disk, and the like.
The above-described system embodiments are merely illustrative, wherein the units described as separate parts may or may not be physically separate, and the parts shown as units may or may not be physical units, i.e. may be distributed over a plurality of network units. Without creative labor, a person skilled in the art can select some or all of the modules according to actual needs to achieve the purpose of the solution of the embodiment.
The above description is only for the purpose of illustrating the preferred embodiments of the present invention and is not to be construed as limiting the invention, and any modifications, equivalents, improvements and the like that fall within the spirit and principle of the present invention are intended to be included therein.
Claims (10)
1. A rapid arranging method for slope reinforcement multi-firmware is characterized by comprising the following steps:
determining an ideal reinforcement arrangement area according to the projection range of the slope surface of the side slope to be reinforced;
setting priority order and arrangement row spacing for each type of reinforcement;
dividing an ideal reinforcement arrangement area into two-dimensional grids according to the minimum spacing row pitch of the reinforcements;
arranging a plurality of types of reinforcements into a two-dimensional grid according to the priority order and the row spacing of each type of reinforcements;
and projecting each reinforcing member in the two-dimensional grid to the slope surface range of the slope to be reinforced along the normal direction of the ideal reinforcing arrangement area to complete multi-firmware arrangement.
2. The method for rapidly arranging slope reinforcement multi-firmware according to claim 1, wherein the determining an ideal reinforcement arrangement area according to a projection range of a slope surface of a slope to be reinforced specifically comprises:
projecting the slope surface of the side slope to be reinforced onto the vertical plane of the slope segment line of the side slope to obtain an ideal reinforcing arrangement area; the ideal reinforcing arrangement area reserves the main pile number along the slope section line and the real elevation of the slope.
3. The method for rapid deployment of slope reinforcement multi-firmware according to claim 1, wherein the row spacing of the reinforcements in different priority orders is in a multiple relation with the minimum row spacing.
4. The rapid deployment method for multi-firmware of slope reinforcement according to claim 1, wherein the dividing of the ideal reinforcement deployment area into two-dimensional grids at the minimum pitch of the reinforcements specifically comprises:
selecting a minimum pitch and a minimum pitch from the pitch of all the stiffeners;
determining the space and the row pitch of the two-dimensional grid according to the minimum space and the minimum row pitch;
and carrying out grid division on the ideal reinforcing arrangement area according to the distance and the row pitch, wherein the two-dimensional grid distribution range is rectangular and is the minimum external rectangle of the ideal reinforcing arrangement area.
5. The method for rapidly arranging multi-type reinforcements according to claim 4, wherein the arranging the multi-type reinforcements into the two-dimensional grid according to the priority order and the row spacing of each type of reinforcements comprises:
the reinforcements are sequentially selected from high to low according to the reinforcement priority order, after the reinforcements are selected each time, the selected reinforcements are arranged to the centroid of the two-dimensional grid according to the interval row distance set by the selected reinforcements, and the reinforcements are sequentially arranged until all the reinforcements are arranged.
6. The method for rapidly arranging multi-firmware for slope reinforcement according to claim 5, wherein the arranging the plurality of types of reinforcements into the two-dimensional grid according to the priority order and the row spacing of each type of reinforcements further comprises:
if the grid arrangement positions of different priorities coincide, only the stiffener with the highest priority is reserved, and only one stiffener is allowed to be arranged in one grid area.
7. The method for rapid deployment of slope reinforcement multi-firmware according to claim 6, wherein the deploying of the plurality of classes of reinforcements into the two-dimensional grid according to the priority order and the row spacing of each class of reinforcements further comprises:
and performing boundary arrangement processing on the ideal reinforcement arrangement area, and canceling the arrangement of the reinforcements of the corresponding grids when the centroids of the grids are not within the boundary range of the ideal reinforcement arrangement area.
8. A slope reinforcement multi-firmware rapid deployment system, the system comprising:
a region determination module: the method is used for determining an ideal reinforcement arrangement area according to the projection range of the slope surface of the side slope to be reinforced;
a parameter setting module: setting a priority order and an arrangement pitch for each type of reinforcement;
a mesh division module: the system comprises a two-dimensional grid, a grid array and a plurality of reinforcing members, wherein the two-dimensional grid is used for dividing an ideal reinforcing arrangement area into two-dimensional grids according to the minimum row spacing of the reinforcing members;
a firmware arrangement module: the system is used for arranging a plurality of types of reinforcements into a two-dimensional grid according to the priority order and the interval of each type of reinforcements;
a three-dimensional delivery module: and the method is used for projecting all the reinforcing members in the two-dimensional grid to the slope surface range of the side slope to be reinforced along the normal direction of the ideal reinforcing arrangement area so as to complete multi-firmware arrangement.
9. An electronic device, comprising: at least one processor, at least one memory, a communication interface, and a bus;
the processor, the memory and the communication interface complete mutual communication through the bus;
the memory stores program instructions executable by the processor, the processor calling the program instructions to implement the method of any one of claims 1 to 7.
10. A computer readable storage medium storing computer instructions which cause a computer to implement the method of any one of claims 1 to 7.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202210462126.5A CN114580072B (en) | 2022-04-29 | 2022-04-29 | Rapid arrangement method and system for slope reinforcement multi-firmware |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
CN202210462126.5A CN114580072B (en) | 2022-04-29 | 2022-04-29 | Rapid arrangement method and system for slope reinforcement multi-firmware |
Publications (2)
Publication Number | Publication Date |
---|---|
CN114580072A CN114580072A (en) | 2022-06-03 |
CN114580072B true CN114580072B (en) | 2022-07-19 |
Family
ID=81785274
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
CN202210462126.5A Active CN114580072B (en) | 2022-04-29 | 2022-04-29 | Rapid arrangement method and system for slope reinforcement multi-firmware |
Country Status (1)
Country | Link |
---|---|
CN (1) | CN114580072B (en) |
Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2012038549A1 (en) * | 2010-09-24 | 2012-03-29 | Terre Armee Internationale | A reinforced soil structure |
CN103195026A (en) * | 2013-04-03 | 2013-07-10 | 清华大学 | Rock-fill dam strengthening method based on rock-fill concrete |
JP2018090980A (en) * | 2016-11-30 | 2018-06-14 | ライト工業株式会社 | Form unit and slope reinforcement method |
CN111526029A (en) * | 2019-02-02 | 2020-08-11 | 北京骑胜科技有限公司 | Gridding firmware upgrading method and device, electronic equipment and storage medium |
CN111553007A (en) * | 2020-04-23 | 2020-08-18 | 深圳市秉睦科技有限公司 | Method for automatically generating geometric working conditions in two-dimensional calculation profile of side slope |
JP2020148013A (en) * | 2019-03-14 | 2020-09-17 | 住友林業株式会社 | Design device and cost estimation device of pile-like ground reinforcement |
CN112989466A (en) * | 2021-03-09 | 2021-06-18 | 贵州正业工程技术投资有限公司 | Design method of slope deep-buried shear pile supporting structure based on simple layout method |
Family Cites Families (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2009203681A (en) * | 2008-02-27 | 2009-09-10 | Purotekku Engineering:Kk | Rock fall preventing structure and rock fall preventing method |
-
2022
- 2022-04-29 CN CN202210462126.5A patent/CN114580072B/en active Active
Patent Citations (7)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
WO2012038549A1 (en) * | 2010-09-24 | 2012-03-29 | Terre Armee Internationale | A reinforced soil structure |
CN103195026A (en) * | 2013-04-03 | 2013-07-10 | 清华大学 | Rock-fill dam strengthening method based on rock-fill concrete |
JP2018090980A (en) * | 2016-11-30 | 2018-06-14 | ライト工業株式会社 | Form unit and slope reinforcement method |
CN111526029A (en) * | 2019-02-02 | 2020-08-11 | 北京骑胜科技有限公司 | Gridding firmware upgrading method and device, electronic equipment and storage medium |
JP2020148013A (en) * | 2019-03-14 | 2020-09-17 | 住友林業株式会社 | Design device and cost estimation device of pile-like ground reinforcement |
CN111553007A (en) * | 2020-04-23 | 2020-08-18 | 深圳市秉睦科技有限公司 | Method for automatically generating geometric working conditions in two-dimensional calculation profile of side slope |
CN112989466A (en) * | 2021-03-09 | 2021-06-18 | 贵州正业工程技术投资有限公司 | Design method of slope deep-buried shear pile supporting structure based on simple layout method |
Non-Patent Citations (4)
Title |
---|
BIM 技术在铁路边坡工程中的应用研究;卞友艳;《工程勘察》;20191231;第20-25页 * |
Layout and length optimization of anchor cables for reinforcing rock wedges;Changdong Li,etc.;《Bull Eng Geol Environ》;20150604;第1-14页 * |
Layout design of rockbolts for natural ground reinforcement;Junji Kato,etc.;《INTERNATIONAL JOURNAL FOR NUMERICAL AND ANALYTICAL METHODS IN GEOMECHANICS》;20131231;第236–255页 * |
锚杆长短相间布置形式对边坡稳定性的影响;林杭,等;《中南大学学报(自然科学版)》;20150228;第625-630页 * |
Also Published As
Publication number | Publication date |
---|---|
CN114580072A (en) | 2022-06-03 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
CN104679955B (en) | A kind of triangular mesh reinforcement cylindrical structure parametric Finite Element Modeling Method | |
CN110650482B (en) | Base station equipment planarization optimization layout method based on gridding small-area principle and genetic algorithm | |
Van Mele et al. | Best-fit thrust network analysis: Rationalization of freeform meshes | |
CN114580072B (en) | Rapid arrangement method and system for slope reinforcement multi-firmware | |
CN115495829A (en) | DYNAMOO modeling method, device, terminal and medium for attached lifting scaffold | |
Hofmeyer et al. | The generation of hierarchic structures via robust 3D topology optimisation | |
CN109723063B (en) | Bundling pile stack supporting structure for foundation pit supporting and calculating method thereof | |
CN109241369A (en) | Rainfall isopleth construction method based on grid stretching method | |
CN114892688B (en) | Three-dimensional design method and system for side slope anchor rod frame beam | |
CN109918716B (en) | Three-dimensional rapid generation method for steel bars | |
CN113239448B (en) | Intelligent modeling system, method and device of list type frame structure and electronic equipment | |
CN109583102A (en) | A kind of optimization method, the apparatus and system of reinforced concrete support design | |
CN109389350A (en) | A kind of generation method and system of merger task | |
CN114969948A (en) | Embedded part generation method and device | |
CN112100726B (en) | Intelligent generation method of planar orthogonal multi-axial bearing platform steel bars | |
KR101532691B1 (en) | Automatic arrangement method of piles in structure foundation | |
JP6669815B2 (en) | Foundation groundwork design system and pile placement optimization method | |
CN108564637A (en) | Geometrical model arrangement method and device | |
CN104590491B (en) | A kind of anchoring method for reinforcing floating structure stability | |
CN114202600A (en) | Data processing method and device for hexagonal grid map and computer equipment | |
CN109308363B (en) | Raft board slope-releasing construction method and system and computer device | |
CN111353192B (en) | Forced parking lot arrangement method and device and storage medium | |
CN117454462A (en) | Site level design method considering site drainage based on mixed integer programming | |
CN116522465B (en) | Automatic arrangement method and device for weight-reducing plates in wall and electronic equipment | |
CN116756894A (en) | Method, device, equipment and storage medium for generating photovoltaic power station grounding grid |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
PB01 | Publication | ||
PB01 | Publication | ||
SE01 | Entry into force of request for substantive examination | ||
SE01 | Entry into force of request for substantive examination | ||
GR01 | Patent grant | ||
GR01 | Patent grant |