CN113609547B - Building indoor terrace elevation calculation method based on planning and design points - Google Patents
Building indoor terrace elevation calculation method based on planning and design points Download PDFInfo
- Publication number
- CN113609547B CN113609547B CN202110741006.4A CN202110741006A CN113609547B CN 113609547 B CN113609547 B CN 113609547B CN 202110741006 A CN202110741006 A CN 202110741006A CN 113609547 B CN113609547 B CN 113609547B
- Authority
- CN
- China
- Prior art keywords
- building
- elevation
- terrace
- indoor
- indoor terrace
- 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
- 238000004364 calculation method Methods 0.000 title claims abstract description 19
- 238000010276 construction Methods 0.000 claims abstract description 51
- 239000002689 soil Substances 0.000 claims abstract description 51
- 238000000034 method Methods 0.000 claims abstract description 14
- 238000010169 landfilling Methods 0.000 claims abstract description 4
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 5
- 238000012876 topography Methods 0.000 claims description 3
- 238000012986 modification Methods 0.000 description 2
- 230000004048 modification Effects 0.000 description 2
- WWYNJERNGUHSAO-XUDSTZEESA-N (+)-Norgestrel Chemical compound O=C1CC[C@@H]2[C@H]3CC[C@](CC)([C@](CC4)(O)C#C)[C@@H]4[C@@H]3CCC2=C1 WWYNJERNGUHSAO-XUDSTZEESA-N 0.000 description 1
- 238000009412 basement excavation Methods 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
- 238000012938 design process Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000003864 humus Substances 0.000 description 1
- 239000010865 sewage Substances 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
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]
- G06F30/20—Design optimisation, verification or simulation
-
- G—PHYSICS
- G06—COMPUTING; CALCULATING OR COUNTING
- G06F—ELECTRIC DIGITAL DATA PROCESSING
- G06F2119/00—Details relating to the type or aim of the analysis or the optimisation
- G06F2119/02—Reliability analysis or reliability optimisation; Failure analysis, e.g. worst case scenario performance, failure mode and effects analysis [FMEA]
-
- 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
- Y02A30/00—Adapting or protecting infrastructure or their operation
- Y02A30/60—Planning or developing urban green infrastructure
Landscapes
- Engineering & Computer Science (AREA)
- Physics & Mathematics (AREA)
- Geometry (AREA)
- Theoretical Computer Science (AREA)
- General Physics & Mathematics (AREA)
- Computer Hardware Design (AREA)
- Evolutionary Computation (AREA)
- General Engineering & Computer Science (AREA)
- Structural Engineering (AREA)
- Computational Mathematics (AREA)
- Civil Engineering (AREA)
- Mathematical Analysis (AREA)
- Mathematical Optimization (AREA)
- Pure & Applied Mathematics (AREA)
- Architecture (AREA)
- Management, Administration, Business Operations System, And Electronic Commerce (AREA)
Abstract
The application discloses a building indoor terrace elevation calculation method based on planning and design points, which comprises the steps of collecting the current elevation of a field terrace after primary leveling of the field; the method comprises the steps of defining the planning and design key point requirements of construction land about building density, volume rate and green land rate, and carrying out the design of a total plane layout scheme meeting the planning and design key point requirements; calculating the floor area of a building, the green land area, the area of an underground construction area and the paving area of a road and a terrace of the total planar arrangement scheme; determining the soil output of an underground building structure, the foundation soil output of the building, the land filling quantity of a green land and the soil output of a road and a terrace according to building function requirements; and according to the digging and filling balance principle, solving and optimizing the elevation of the indoor terrace of the building of the designed building. The application firstly utilizes the adjustment of the elevation of each indoor +/-0.00 terrace of each building in the site to absorb and fill the allowance, optimizes the earthwork amount in the civil engineering construction process, reduces the earthwork cost and improves the construction efficiency.
Description
Technical Field
The application relates to the technical field of buildings, in particular to a building indoor terrace elevation calculation method based on planning and design points.
Background
At present, the design focus of the earthwork in the construction engineering at home and abroad is mainly focused on the earthwork balance when the site is leveled, the previous site leveling is taken as the focus, the economy of the soil output in the construction process after the site is leveled is not considered, and no related study is carried out on the relation between the absolute elevation of the indoor +/-0.00 position of the building and the site elevation. The design focus of absolute elevation of + -0.00 place in each building is concentrated on smooth rainwater discharge demand, only requires that it is higher than surrounding site elevation from the safety angle, has neglected the earth balance demand in this design process, easily causes earth to be insufficient or produces unnecessary earth volume in civil construction and the outdoor engineering construction, and is not enough to the definition degree of earth works design in the civil construction process, leads to earth works cost in the civil construction process to be high.
Disclosure of Invention
The application aims to provide a building indoor terrace elevation calculation method based on planning and design points, which aims to solve the technical problems in the background technology.
In order to achieve the technical purpose, the application adopts the following technical scheme:
1. a building indoor terrace elevation calculation method based on planning and design points comprises the following steps:
s1, performing primary leveling of a site by a square grid earth balance calculation method, and collecting the current elevation of a site plateau after primary leveling of the site;
s2, defining planning and designing key point requirements of construction land on building density, volume rate and green land rate;
s3, designing a total plane layout scheme meeting the requirements of planning and designing key points of building density, volume rate and greenbelt rate;
s4, calculating the floor area, green land area, underground construction area and road and terrace paving area of the building in the total plane arrangement scheme in the step S3;
s5, determining the soil output of the underground construction structures according to the construction land property, wherein the types and the volumes of the underground construction structures matched with the soil output are different due to different properties of industrial enterprises, for example, a sewage treatment plant has more underground water tanks, underground pipelines and the like, and all the soil output of the underground construction structures including the engineering volume of the underground pipelines (namely pipelines and cushion layers thereof) are considered according to the corresponding construction function requirement;
s6, determining basic soil discharge amount, green land filling amount and road and terrace soil discharge amount of a building according to construction land properties, wherein the soil discharge amount and the filling amount of each building functional unit are different due to different properties of industrial enterprises, such as enterprises with heavy vehicle passing requirements, and the soil change and filling thickness is related when the construction land is poor in soil quality, so that the road soil discharge amount and the like are influenced;
s7, according to the digging and filling balance principle, solving the elevation of the indoor terrace of the building of the designed building;
s8, optimizing the elevation of the indoor terrace of the building according to the design requirement range of the elevation of the indoor terrace of the building.
Preferably, said step S7 comprises,
s71, calculating and designing the height difference of the water scattering elevation of the building relative to the current elevation of the field level;
s72, calculating the height difference of the elevation of the indoor terrace of the building relative to the current elevation of the field level;
s73, calculating the elevation of the indoor terrace of the building of the designed building.
Preferably, the building indoor terrace elevation of the design building is expressed in the following form,
h=h 0 +∆h+[V UL +V R +K B *S B -S B *（∆h-h b ）+S G *h G ]/（S B + S G ）
wherein,,
h represents the elevation of the indoor terrace of the building;
h 0 representing the current elevation of a field level;
h represents the difference between the indoor and outdoor heights of the building;
V UL representing the soil output of the underground building structure;
V R the soil outlet quantity of the road and the terrace is represented;
K B representing a building foundation unearthing parameter;
S B representing a building footprint;
h b representing the floor thickness of a building;
S G representing green land area;
h G representing the difference in elevation of the design average green landmark height relative to the average elevation of the road.
Preferably, said step S8 comprises,
s81, if the elevation of the indoor terrace of the building is larger than the upper limit of the design requirement range, the upper limit of the design requirement range is used as the elevation of the indoor terrace of the final building;
s82, if the elevation of the indoor terrace of the building is between the design requirement range, the current calculated value is used as the elevation of the indoor terrace of the final building;
s83, if the elevation of the indoor terrace of the building is smaller than the lower limit of the design requirement range, the lower limit of the design requirement range is used as the elevation of the indoor terrace of the final building.
Preferably, in the steps S5 to S7, it is determined whether to introduce a soil loosening coefficient in the calculation according to the site conditions, and if the topography fluctuation before the primary leveling of the construction site is large, the soil on the completion surface of the construction site after the primary leveling is non-original natural soil, the soil loosening coefficient is not required to be introduced; if the construction site is flat, the construction site is not flat for the first time or is idle for many years after the first time, loose coefficients are introduced into calculation.
Compared with the prior art, the application has the beneficial effects that:
1. according to the application, the economical relation between indoor +/-0.00 elevation of each building in the site and the height difference of the site is focused for the first time, and the indexes of building density, green land rate and volume rate are used as legal regulation requirements in the total planar design for the first time, and the influence of the building density, green land rate and volume rate on the construction cost of engineering construction engineering is further explored;
2. after the ground is focused, the balance of the soil output and the soil filling amount in the total plane scheme determined under the influence of the building density, the green land rate and the volume rate is focused, the secondary refinement design is carried out on the earthwork in the subsequent earthwork construction process by a geometric calculation and equation solving method, the adjustment of the indoor + -0.00 terrace elevation of each building in the ground is utilized to absorb the filling allowance, the earthwork amount in the earthwork construction process is optimized, the earthwork construction cost is reduced, and the construction efficiency is improved.
Drawings
The foregoing and/or other aspects and advantages of the present application will become more apparent and more readily appreciated from the detailed description taken in conjunction with the following drawings, which are meant to be illustrative only and not limiting of the application, wherein:
FIG. 1 is a schematic flow chart of the present application;
FIG. 2 is a schematic representation of an exemplary computational profile of the present application.
Detailed Description
Hereinafter, an embodiment of a method for calculating elevation of an indoor floor of a building based on the gist of a planned design of the present application will be described with reference to the accompanying drawings. The examples described herein are specific embodiments of the present application, which are intended to illustrate the inventive concept, are intended to be illustrative and exemplary, and should not be construed as limiting the application to the embodiments and scope of the application. In addition to the embodiments described herein, those skilled in the art can adopt other obvious solutions based on the disclosure of the claims and specification, including those adopting any obvious substitutions and modifications to the embodiments described herein.
The drawings in the present specification are schematic views, which assist in explaining the concept of the present application, and schematically show the shapes of the respective parts and their interrelationships. Note that, in order to clearly show the structures of the components of the embodiments of the present application, the drawings are not drawn to the same scale. Like reference numerals are used to denote like parts.
The principles and features of the present application are described below with reference to the drawings, the illustrated embodiments are provided for illustration only and are not intended to limit the scope of the present application. The preferred embodiment of the present application is described in further detail below in conjunction with fig. 1-2:
as shown in fig. 1-2, the method for calculating the elevation of the indoor terrace of the building based on the key points of planning and design mainly comprises the following steps:
s1, performing primary leveling of a site by a square grid earth balance calculation method, and collecting the current elevation h of a site plateau after primary leveling of the site 0 As the initial value of the final calculation addition, when the calculation is carried out on each construction site, if the topography fluctuation before the primary leveling of the construction site is larger, the soil on the completion surface of the construction site after the primary leveling is mostly non-original natural soil and is relatively loose, the soil loosening coefficient is not needed to be introduced in the subsequent calculation, and if the construction site is leveled, the primary leveling is not carried outLeveling, wherein the soil on the finished surface is original natural soil or idle for many years after primary leveling, and the loosening coefficient is considered according to actual conditions in subsequent calculation, and meanwhile, the humus soil excavation amount is considered, wherein the soil loosening coefficient is the ratio of the loosening volume of soil and stones to the natural volume of soil and stones without loosening, and is a coefficient reflecting the loosening degree;
s2, defining planning and designing key point requirements of construction land on building density, volume rate and green land rate;
s3, designing a total plane layout scheme meeting the requirements of planning and designing key points of building density, volume rate and greenbelt rate;
s4, calculating the building floor space S of the total plane arrangement scheme in the step S3 B Green area S G Area S of underground construction U Road and terrace paving area S R ；
S5, determining the soil output V of the underground building structure according to the construction land property and the building function requirement UL ；
S6, determining the foundation soil output V of the building according to the construction land property and the building function requirement B Filling amount V of green land G And the soil output V of roads and terraces R ；
S7, solving the elevation h of the indoor terrace of the building of the designed building according to the digging and filling balance principle, mainly comprising the following steps,
s71, calculating and designing the water scattering elevation h of the building w Elevation h relative to the current state of the apron 0 Height difference h of (2) 1 ；
S72, calculating the current elevation h of the building indoor terrace elevation h of the designed building relative to the field level 0 Height difference h of (2) 2 ；
S73, calculating the elevation h of the indoor terrace of the building of the designed building;
s8, optimizing the elevation h of the indoor terrace of the building according to the design requirement range of the elevation h of the indoor terrace of the building, mainly comprising the following steps,
s81, if the elevation h of the indoor terrace of the building is larger than the upper limit of the design requirement range, the upper limit of the design requirement range is used as the elevation h of the indoor terrace of the final building;
s82, if the elevation h of the indoor terrace of the building is between the design requirement range, the current calculated value is used as the elevation h of the indoor terrace of the final building;
s83, if the elevation h of the indoor terrace of the building is smaller than the lower limit of the design requirement range, the lower limit of the design requirement range is used as the elevation h of the indoor terrace of the final building.
Preferably, the building indoor terrace elevation h of the design building is expressed in the following form,
h=h 0 +∆h+[V UL +V R +K B *S B -S B *（∆h-h b ）+S G *h G ]/（S B +S G ）
wherein,,
h represents the elevation of the indoor terrace of the building;
h 0 representing the current elevation of a field level;
h represents the difference between the indoor and outdoor heights of the building;
V UL representing the soil output of the underground building structure;
V R the soil outlet quantity of the road and the terrace is represented;
K B representing a building foundation unearthing parameter;
S B representing a building footprint;
h b representing the floor thickness of a building;
S G representing green land area;
h G representing the design average green landmark height relative to the road average elevation h R Is a height difference of (2).
Next, taking a warehouse area design as an example, the method for calculating the elevation of the indoor terrace of the building based on the key points of planning and design is explained,
s1, the current elevation h of the field level in the embodiment 0 100.00m;
s2, the building density is more than or equal to 45%, the greenbelt rate is less than or equal to 30%, and the volume rate is more than or equal to 0.8;
s3, after targeted design, designingLand area for construction of general plane figure result is 10000m 2 Building density 55%, green land rate 30%, volume rate 0.81;
s4, obtaining the floor area S of the building according to the design total plan B =10000*55%=5500m 2 Green area S G =10000*30%=3000m 2 Road and terrace paving area S R =1500m 2 And the area S of the underground building structure U =2000m 2 ；
S5, determining the depth of the underground building structure to be 3m according to the construction function requirement, wherein the volume of the underground building structure is 2000 x 3 = 6000m 3 Because the calculation principle of the formula is that the elevation of the field after the field is leveled and the elevation of the indoor +/-0.00 terrace of the building are related, the field is flat slope type, the pipeline coefficient of the direct buried pipeline is about 0.15-0.12 according to related data, the coefficient value is selected to be 0.15 by combining with a nearby engineering example, and the average soil output of the underground pipeline engineering of the embodiment is 113m after the soil output volume of the underground pipeline engineering is calculated according to an empirical formula 3 In this example, the soil output V of the underground construction structure including the soil output of the underground pipeline UL =6000+113=6113m 3 ；
S6, designing the construction thickness of the road terrace of the embodiment to be 0.5m according to the construction function requirement, so that the soil output V of the road and terrace construction can be obtained R =1500*0.5=750m 3 Because the embodiment is a design case of a warehouse area, the soil outlet coefficient of the building foundation per square meter is about 0.1-0.3 according to the related data, and the value of the coefficient is selected to be 0.15 in combination with the engineering example, the embodiment designs the indoor and outdoor height difference of the building to be 0.2m and the terrace thickness to be 0.4m, so that the soil outlet amount V of the building foundation B =0.15*5500-5500*（h 1 +0.2-0.4）=825-5500*h 1 -1100=-5500*h 1 -275m 3 In this embodiment, the average green landmark height is higher than the average road elevation by the height difference h G Designed to be 0.3m, thus, the green land filling amount V G =3000*[0.3+（h 1 -0.3*2）]=3000*h 1 -900 m 3 ；
S7, according to the digging and filling balance principle, making V UL +V R +V B -V G =0, i.e. 6113+750-5500×h 1 -275-3000*h 1 +900=0, and the result is obtainedDesign building water scattering elevation h w Elevation h relative to the current state of the apron 0 Height difference h of (2) 1 =0.88 m, at which time the elevation h=h of the building indoor floor of the building 0 +h 1 +∆h=100+0.88+0.2=101.08m；
S8, comparing, wherein 101.08m is in the design requirement range of the elevation of the indoor terrace of the building, so 101.08m is finally determined as the elevation of the indoor terrace of the building.
The foregoing description of the preferred embodiments of the application is not intended to limit the application to the precise form disclosed, and any such modifications, equivalents, and alternatives falling within the spirit and scope of the application are intended to be included within the scope of the application.
Claims (3)
1. The method for calculating the elevation of the indoor terrace of the building based on the key points of planning and design is characterized by comprising the following steps:
s1, performing primary leveling of a site by a square grid earth balance calculation method, and collecting the current elevation of a site plateau after primary leveling of the site;
s2, defining planning and designing key point requirements of construction land on building density, volume rate and green land rate;
s3, designing a total plane layout scheme meeting the requirements of planning and designing key points of building density, volume rate and greenbelt rate;
s4, calculating the floor area, green land area, underground construction area and road and terrace paving area of the building in the total plane arrangement scheme in the step S3;
s5, determining the soil output of the underground building structure according to the construction land property and the building function requirement;
s6, determining the basic soil discharge amount, green land filling amount and road and terrace soil discharge amount of the building according to the construction land property and the building function requirement;
s7, according to the digging and filling balance principle, solving the elevation of the indoor terrace of the building of the designed building, comprising the following steps,
s71, calculating and designing the height difference of the water scattering elevation of the building relative to the current elevation of the field level;
s72, calculating the height difference of the elevation of the indoor terrace of the building relative to the current elevation of the field level;
s73, calculating the elevation of the indoor terrace of the building of the designed building, wherein the concrete expression form of the elevation of the indoor terrace of the building of the designed building is as follows,
h=h 0 +∆h+[V UL +V R +K B *S B -S B *（∆h-h b ）+S G *h G ]/（S B + S G ） （1）
wherein,,
h represents the elevation of the indoor terrace of the building;
h 0 representing the current elevation of a field level;
h represents the difference between the indoor and outdoor heights of the building;
V UL representing the soil output of the underground building structure;
V R the soil outlet quantity of the road and the terrace is represented;
K B representing a building foundation unearthing parameter;
S B representing a building footprint;
h b representing the floor thickness of a building;
S G representing green land area;
h G representing the difference in elevation of the designed average green landmark elevation relative to the average elevation of the road;
s8, optimizing the elevation of the indoor terrace of the building according to the design requirement range of the elevation of the indoor terrace of the building.
2. The method for calculating the elevation of the indoor terrace of the building based on the planning and design points is characterized by comprising the following steps of: the step S8 of said step comprises the steps of,
s81, if the elevation of the indoor terrace of the building is larger than the upper limit of the design requirement range, the upper limit of the design requirement range is used as the elevation of the indoor terrace of the final building;
s82, if the elevation of the indoor terrace of the building is between the design requirement range, the current calculated value is used as the elevation of the indoor terrace of the final building;
s83, if the elevation of the indoor terrace of the building is smaller than the lower limit of the design requirement range, the lower limit of the design requirement range is used as the elevation of the indoor terrace of the final building.
3. The method for calculating the elevation of the indoor terrace of the building based on the planning and design points is characterized by comprising the following steps of: in the steps S5-S7, whether a soil loosening coefficient is introduced in calculation is determined according to the condition of a field, and if the topography fluctuation before the primary leveling of the construction field is large, the soil on the completion surface of the construction field after the primary leveling is non-original natural soil, the soil loosening coefficient is not required to be introduced; if the construction site is flat, the construction site is not flat for the first time or is idle for many years after the first time, loose coefficients are introduced into calculation.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110741006.4A CN113609547B (en) | 2021-07-01 | 2021-07-01 | Building indoor terrace elevation calculation method based on planning and design points |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN202110741006.4A CN113609547B (en) | 2021-07-01 | 2021-07-01 | Building indoor terrace elevation calculation method based on planning and design points |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN113609547A CN113609547A (en) | 2021-11-05 |
| CN113609547B true CN113609547B (en) | 2023-09-22 |
Family
ID=78337087
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN202110741006.4A Active CN113609547B (en) | 2021-07-01 | 2021-07-01 | Building indoor terrace elevation calculation method based on planning and design points |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN113609547B (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN115526594A (en) * | 2022-09-22 | 2022-12-27 | 广州市城市规划设计有限公司 | Method, device, equipment and medium for detecting implementation situation of planning control requirement |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103473394A (en) * | 2013-08-20 | 2013-12-25 | 中冶集团武汉勘察研究院有限公司 | Earthwork balance optimization design method for multiple station section type field leveling layout |
| CN109523447A (en) * | 2018-10-24 | 2019-03-26 | 上海市政工程设计研究总院（集团）有限公司 | A kind of plot site engineering design method suitable for the coupling of more influence factors |
| CN110826119A (en) * | 2019-09-20 | 2020-02-21 | 久瓴(上海)智能科技有限公司 | Information processing method and device, computer equipment and readable storage medium |
-
2021
- 2021-07-01 CN CN202110741006.4A patent/CN113609547B/en active Active
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN103473394A (en) * | 2013-08-20 | 2013-12-25 | 中冶集团武汉勘察研究院有限公司 | Earthwork balance optimization design method for multiple station section type field leveling layout |
| CN109523447A (en) * | 2018-10-24 | 2019-03-26 | 上海市政工程设计研究总院（集团）有限公司 | A kind of plot site engineering design method suitable for the coupling of more influence factors |
| CN110826119A (en) * | 2019-09-20 | 2020-02-21 | 久瓴(上海)智能科技有限公司 | Information processing method and device, computer equipment and readable storage medium |
Non-Patent Citations (2)
| Title |
|---|
| Zhang Tao, Yu Xueqin.Application of multi-baseline photogrammetry to the urban high-rise building spatial information acquisition.2014 22nd International Conference on Geoinformatics.2014,全文. * |
| 茹行健 ; .基于控制性详细规划构建的余土平衡与场地竖向设计计算方法.工程与建设.2012,(第06期),全文. * |
Also Published As
| Publication number | Publication date |
|---|---|
| CN113609547A (en) | 2021-11-05 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| Tokimatsu et al. | Building damage associated with geotechnical problems in the 2011 Tohoku Pacific Earthquake | |
| Cubrinovski et al. | Liquefaction impacts in residential areas in the 2010-2011 Christchurch earthquakes | |
| CN102296615B (en) | Complex deep foundation pit stepped combined supporting method of under condition of soft soil foundation | |
| US20060025971A1 (en) | Computer-implemented land planning system and method designed to generate at least one conceptual fit solution to a user-defined land development problem | |
| CN111441206B (en) | Composite reinforced lightweight soil retaining wall roadbed integrated structure and construction method | |
| CN113609547B (en) | Building indoor terrace elevation calculation method based on planning and design points | |
| CN110080051B (en) | Geotextile bag bridge type embankment structure and construction method thereof | |
| CN115408886B (en) | Water lowering and draining system and method for controlling underground structure settlement through hydraulic engineering | |
| CN208651807U (en) | One kind being suitable for mountain area complicated landform slurry delivery pipe line paving system | |
| CN114215074A (en) | Ditch earthwork backfilling method | |
| CN213038379U (en) | Open cut tunnel foundation pit backfilling structure | |
| CN116680789A (en) | Design and evaluation method for pumped storage power station basin excavation dam construction | |
| CN210395432U (en) | A gravity type retaining wall for cutting slope | |
| CN204570718U (en) | A kind of raft foundation with fluid pipeline path | |
| CN110826127A (en) | Design optimization method for large industrial site | |
| CN208441113U (en) | A kind of soil engineering bag consolidated subsoil simultaneously safeguards underground piping basis | |
| CN111042841A (en) | Tunnel water-proof and drainage construction process | |
| Adi | Application of Analytical Hierarchy Process (AHP) Method in Determining Dike Construction for Handling Tidal Flood | |
| CN110489840A (en) | A kind of structure final settlement quantity algorithm considering immersed tube tunnel special process | |
| CN117027013B (en) | Filling slope reinforced by microorganism deposited calcium carbonate technology and construction method thereof | |
| CN108643199A (en) | A kind of soil engineering bag consolidated subsoil simultaneously safeguards underground piping basis and its construction method | |
| CN219195966U (en) | Composite filling side slope supporting and retaining structure | |
| CN220580033U (en) | Construction structure of high fill side slope | |
| CN111877392B (en) | Environment-friendly bridge foundation design method | |
| CN114319402B (en) | Blind ditch design method for underground construction engineering |
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 |