CN113609547A - Building indoor floor elevation calculation method based on planning design key points - Google Patents

Building indoor floor elevation calculation method based on planning design key points Download PDF

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CN113609547A
CN113609547A CN202110741006.4A CN202110741006A CN113609547A CN 113609547 A CN113609547 A CN 113609547A CN 202110741006 A CN202110741006 A CN 202110741006A CN 113609547 A CN113609547 A CN 113609547A
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CN113609547B (en
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杜慧英
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China Aviation Planning and Design Institute Group Co Ltd
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Abstract

The invention discloses a method for calculating elevation of a building indoor terrace based on planning design key points, which comprises the steps of collecting the current elevation of the terrace after the field is primarily leveled; defining the planning design key point requirements of the construction land on the building density, the volume ratio and the greenbelt ratio and designing a total plane layout scheme meeting the planning design key point requirements; calculating the floor area of the building, the green space area, the underground building area and the pavement area of the road and the terrace of the total plane layout scheme; determining the soil output of underground constructions, the soil output of foundations of the constructions, the soil filling amount of greenbelts and the soil output of roads and terraces according to the requirements of the construction functions; and (4) according to the excavation and filling balance principle, calculating and optimizing the elevation of the building indoor terrace of the designed building. The invention firstly utilizes the elevation adjustment of +/-0.00 terrace of each building in the field to absorb the digging and filling allowance, optimizes the earthwork amount in the civil engineering process, reduces the earthwork cost and improves the construction efficiency.

Description

Building indoor floor elevation calculation method based on planning design key points
Technical Field
The invention relates to the technical field of buildings, in particular to a method for calculating the elevation of a building indoor terrace based on planning and designing key points.
Background
At present, the design focus of earthwork engineering in construction engineering at home and abroad focuses on earthwork balance during site leveling, the site leveling is the key point in the early period, the economy of the soil output in the construction process after the site leveling is not considered, and no relevant research is carried out on the relation between the absolute elevation at the position +/-0.00 position in a building room and the elevation of the site. The design attention points aiming at the absolute elevation of +/-0.00 part in each building are mostly concentrated on the smooth requirement of rainwater drainage, the requirement that the absolute elevation is higher than the elevation of the surrounding site is only required from the safety angle, the earthwork balance requirement in the design process is neglected, the shortage of earthwork or the generation of redundant earthwork in the civil engineering and outdoor engineering construction process is easily caused, the refinement degree of the earthwork design in the civil engineering construction process is insufficient, and the civil engineering cost in the civil engineering construction process is high.
Disclosure of Invention
The invention aims to provide a building indoor floor elevation calculation method based on planning design key points so as to solve the technical problems in the background technology.
In order to achieve the technical purpose, the invention adopts the following technical scheme:
1. a method for calculating the elevation of an indoor floor of a building based on planning and designing key points comprises the following steps:
s1, performing primary leveling of the field by a square grid earthwork balance calculation method, and collecting the current elevation of the field after the primary leveling of the field;
s2, defining the planning and design point requirements of the construction land on the building density, the volume ratio and the greenbelt ratio;
s3, designing a total plane layout scheme meeting the design point requirements of the building density, the volume ratio and the greenbelt ratio;
s4, calculating the floor area of the building, the green space area, the underground building area and the road and terrace pavement area of the total plane layout scheme in the step S3;
s5, determining the construction function requirement according to the construction land property, determining the soil output of the underground construction, wherein the types and volumes of the underground constructions constructed by different industrial enterprises are different, for example, sewage treatment plants have more underground pools, underground pipelines and the like, and all the soil output of the underground constructions including the engineering volumes of underground pipelines (namely pipelines and cushion layers thereof) is considered according to the corresponding construction function requirement;
s6, according to the nature of the construction land, defining the construction function requirements, determining the foundation soil output of the building, the green land soil filling amount and the road and terrace soil output, wherein the soil output and the soil filling amount of each construction function unit are different due to different properties of industrial enterprises, for example, an enterprise with heavy vehicle traffic demands can relate to the soil changing and filling thickness when the construction site soil quality is poor, and further the road soil output is influenced;
s7, according to the digging and filling balance principle, calculating the elevation of the building indoor terrace of the design building;
and S8, optimizing the elevation of the indoor floor of the building according to the design requirement range of the elevation of the indoor floor of the building.
Preferably, the step S7 includes,
s71, calculating the height difference of the water scattering elevation of the designed building relative to the current elevation of the terrace;
s72, calculating the height difference of the elevation of the indoor floor of the building of the design building relative to the current elevation of the terrace;
and S73, calculating the elevation of the indoor floor of the building of the design building.
Preferably, the specific expression form of the level of the indoor floor of the building is as follows,
h=h0+∆h+[VUL+VR+KB*SB-SB*（∆h-hb）+SG*hG]/（SB+ SG）
wherein the content of the first and second substances,
h represents the elevation of the indoor floor of the building;
h0showing the current elevation of the field level;
the Δ h represents the indoor and outdoor height difference of the building;
VULrepresenting the soil output of the underground construction;
VRthe soil output of the road and the terrace is represented;
KBrepresenting a building foundation unearthing parameter;
SBrepresenting a building footprint;
hbrepresents the building floor thickness;
SGrepresenting the green area;
hGindicating the difference in elevation of the design average greenfield elevation relative to the road average elevation.
Preferably, the step S8 includes,
s81, if the elevation of the indoor floor of the building is larger than the upper limit of the design requirement range, taking the upper limit of the design requirement range as the final elevation of the indoor floor of the building;
s82, if the elevation of the indoor floor of the building is between the design requirement range, taking the current calculated value as the final elevation of the indoor floor of the building;
and S83, if the elevation of the indoor floor of the building is smaller than the lower limit of the design requirement range, taking the lower limit of the design requirement range as the elevation of the indoor floor of the final building.
Preferably, in the steps S5-S7, it is determined whether to introduce a soil loosening coefficient in the calculation according to the situation of the site, and if the relief of the terrain before the initial leveling of the construction site is large and the soil on the finished surface of the construction site after the initial leveling is non-original natural soil, the soil loosening coefficient is not required to be introduced; if the construction site is flat, and the construction site is not subjected to primary flattening or is left unused for many years after primary flattening, a loose coefficient needs to be introduced into calculation.
Compared with the prior art, the invention has the beneficial effects that:
1. the invention focuses on the economic relation between the indoor plus or minus 0.00 elevation of each building in the site and the elevation difference of the site for the first time, so that the indexes of the building density, the greenbelt rate and the volume rate are not only used as the legal and legal requirements in the total plane design for the first time, but also the influence of the indexes on the construction cost of engineering construction engineering is further researched;
2. after the ground is leveled, 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 space rate and the volume rate is concerned, the earthwork in the subsequent civil construction process is secondarily refined and designed by a method of geometric calculation and equation solution, and the excavation and filling allowance is absorbed by utilizing the adjustment of the elevation of +/-0.00 terrace in each building room in the ground, so that the earthwork amount in the civil construction process is optimized, the construction cost of the earthwork is reduced, and the construction efficiency is improved.
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The above and/or other aspects and advantages of the present invention 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, not limiting of the invention, and in which:
FIG. 1 is a schematic flow diagram of the present invention;
FIG. 2 is a schematic diagram of a typical computed section of the present invention.
Detailed Description
Hereinafter, an embodiment of a method for calculating an elevation of an indoor floor of a building based on a planning design point according to the present invention will be described with reference to the accompanying drawings. The examples described herein are specific embodiments of the present invention, are intended to be illustrative and exemplary in nature, and are not to be construed as limiting the scope of the invention. In addition to the embodiments described herein, those skilled in the art will be able to employ other technical solutions which are obvious based on the disclosure of the claims and the specification of the present application, and these technical solutions include technical solutions which make any obvious replacement or modification for the embodiments described herein.
The drawings in the present specification are schematic views to assist in explaining the concept of the present invention, and schematically show the shapes of respective portions and their mutual relationships. It is noted that the drawings are not necessarily to the same scale so as to clearly illustrate the structures of the various elements of the embodiments of the invention. Like reference numerals are used to denote like parts.
The principles and features of this invention are described below in conjunction with the following drawings, which are set forth to illustrate, but are not to be construed to limit the scope of the invention. Preferred embodiments of the present invention are described in further detail below with reference to FIGS. 1-2:
as shown in fig. 1-2, the preferable method for calculating the elevation of the indoor floor of the building based on the planning and design key points mainly comprises the following steps:
s1, performing primary field leveling through a square grid earthwork balance calculation method, and collecting the current field elevation h of the field after the primary field leveling0As a final calculation addition initial value, when each construction site is calculated, if the topographic relief of the construction site before the initial leveling is large, the soil of the construction site finished surface after the initial leveling is mostly non-original natural soil and is relatively loose, a soil loose coefficient does not need to be introduced in subsequent calculation, if the construction site is leveled, the initial leveling is not performed, the soil of the finished surface is original natural soil or is idle for many years after the initial leveling, the loose coefficient needs to be considered in subsequent calculation according to actual conditions, and humus excavation is also considered, wherein the soil loose coefficient refers to the ratio of the loose volume of soil and stone materials to the non-loose natural volume of the soil and stone materials, and is a coefficient reflecting the loose degree;
s2, defining the planning and design point requirements of the construction land on the building density, the volume ratio and the greenbelt ratio;
s3, designing a total plane layout scheme meeting the design point requirements of the building density, the volume ratio and the greenbelt ratio;
s4, calculating the occupied area S of the building of the total plane layout scheme S3BGreen space area SGUnderground construction area SUAnd road and terrace pavement area SR；
S5, determining the earth output V of the underground construction according to the property of the construction land and the requirements of the construction functionUL；
S6, determining the soil output V of the building foundation according to the nature of the construction land and the requirements of the building functionsBGreen land fill volume VGAmount of unearthed soil V of road and terraceR；
S7, according to the principle of digging and filling balance, calculating the elevation h of the indoor terrace of the building, mainly comprising the following steps,
s71, calculating and designing the water dispersion elevation h of the buildingwElevation h relative to the current situation of the field level0Height difference h of1；
S72, calculating and designing the buildingIndoor terrace elevation h is relative to field level current situation elevation h0Height difference h of2；
S73, calculating the elevation h of the indoor floor of the building;
s8, optimizing the elevation h of the indoor floor of the building according to the design requirement range of the elevation h of the indoor floor of the building, which mainly comprises the following steps,
s81, if the elevation h of the indoor floor of the building is larger than the upper limit of the design requirement range, taking the upper limit of the design requirement range as the final elevation h of the indoor floor of the building;
s82, if the building indoor floor elevation h is between the design requirement range, taking the current calculated value as the final building indoor floor elevation h;
and S83, if the building indoor floor elevation h is smaller than the lower limit of the design requirement range, taking the lower limit of the design requirement range as the final building indoor floor elevation h.
Preferably, the specific expression form of the building indoor floor level h of the design building is as follows,
h=h0+∆h+[VUL+VR+KB*SB-SB*（∆h-hb）+SG*hG]/（SB+SG）
wherein the content of the first and second substances,
h represents the elevation of the indoor floor of the building;
h0showing the current elevation of the field level;
the Δ h represents the indoor and outdoor height difference of the building;
VULrepresenting the soil output of the underground construction;
VRthe soil output of the road and the terrace is represented;
KBrepresenting a building foundation unearthing parameter;
SBrepresenting a building footprint;
hbrepresents the building floor thickness;
SGrepresenting the green area;
hGindicating the mean elevation of the design green space relative to the mean elevation of the road hRThe height difference of (2).
Next, a method for calculating the elevation of the indoor floor of the building based on the design points of the planning, which is preferred by the present invention, will be described by taking a certain warehouse area as an example,
s1, current elevation h of the terrace of the embodiment0Is 100.00 m;
s2, building density is more than or equal to 45%, greenbelt rate is less than or equal to 30%, and volume rate is more than or equal to 0.8;
s3, after pertinence design, designing 10000m of total plan view achievement construction land area2Building density is 55%, green space rate is 30%, and volume rate is 0.81;
s4, calculating the occupied area S of the building according to the design general planB=10000*55%=5500m2Green space area SG=10000*30%=3000m2Pavement area S of road and terraceR=1500m2And the area S of underground structuresU=2000m2；
S5, determining the depth of the underground construction to be 3m and the volume to be 2000 x 3=6000m according to the requirement of the construction function3The calculation principle of the formula is that the ground elevation after the ground is leveled is in relation with the indoor +/-0.00 ground elevation of the building, so that the ground is in a flat slope type, the pipeline coefficient of the directly-buried pipeline can be known to be about 0.15-0.12 according to related data, and the coefficient is selected to be 0.15 by combining with nearby engineering examples, so that the average unearthed volume of the underground pipeline engineering in the embodiment is 113m after the unearthed volume is calculated according to an empirical formula3I.e. the earth output V of the underground structure including the earth output of the underground pipeline in this exampleUL=6000+113=6113m3；
S6, according to the construction function requirement, the thickness of the road terrace structure of the embodiment is designed to be 0.5m, so that the soil output V of the road and the terrace structure can be obtainedR=1500*0.5=750m3Since this embodiment is a design case of a certain warehouse area, the coefficient of earthiness of the building foundation per square meter can be known to be about 0.1-0.3 according to the related data, the coefficient value is selected to be 0.15 by combining with the engineering example, the indoor and outdoor height difference of the building is designed to be 0.2m, the thickness of the terrace is 0.4m, and therefore the earthiness V of the building foundationB=0.15*5500-5500*（h1+0.2-0.4）=825-5500*h1-1100=-5500*h1-275m3This example is a plain paperHeight difference h of mean greenbelt elevation relative to road mean elevationGDesigned to be 0.3m, therefore, the soil filling amount V of the green landG=3000*[0.3+（h1-0.3*2）]=3000*h1-900 m3；
S7, according to the principle of digging and filling balance, let VUL+VR+VB-VG=0, i.e. 6113+750 5500 · h1-275-3000*h1+900=0, and calculating to obtain the water-dispersing elevation h of the design buildingwElevation h relative to the current situation of the field level0Height difference h of1=0.88m, and at this time, the building indoor floor level h = h of the building0+h1+∆h=100+0.88+0.2=101.08m；
S8, comparing, wherein 101.08m is within the design requirement range of the building indoor floor elevation, and therefore 101.08m is finally determined as the final building indoor floor elevation.
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 (5)

1. The method for calculating the elevation of the indoor floor of the building based on the planning design key points is characterized by comprising the following steps of:
s1, performing primary leveling of the field by a square grid earthwork balance calculation method, and collecting the current elevation of the field after the primary leveling of the field;
s2, defining the planning and design point requirements of the construction land on the building density, the volume ratio and the greenbelt ratio;
s3, designing a total plane layout scheme meeting the design point requirements of the building density, the volume ratio and the greenbelt ratio;
s4, calculating the floor area of the building, the green space area, the underground building area and the road and terrace pavement area of the total plane layout scheme in the step S3;
s5, determining the soil output of the underground construction according to the construction land property and the building function requirement;
s6, determining the soil output of the building foundation, the soil filling amount of the green land and the soil output of the road and the terrace according to the property of the construction land and the requirement of the building function;
s7, according to the digging and filling balance principle, calculating the elevation of the building indoor terrace of the design building;
and S8, optimizing the elevation of the indoor floor of the building according to the design requirement range of the elevation of the indoor floor of the building.
2. The method for calculating the elevation of the indoor floor of the building based on the planning and design points as claimed in claim 1, wherein: the step S7 includes the steps of,
s71, calculating the height difference of the water scattering elevation of the designed building relative to the current elevation of the terrace;
s72, calculating the height difference of the elevation of the indoor floor of the building of the design building relative to the current elevation of the terrace;
and S73, calculating the elevation of the indoor floor of the building of the design building.
3. The method for calculating the elevation of the indoor floor of the building based on the planning and design points as claimed in claim 1, wherein: the concrete expression form of the elevation of the indoor floor of the building is as follows,
h=h0+∆h+[VUL+VR+KB*SB-SB*（∆h-hb）+SG*hG]/（SB+ SG） （1）
wherein the content of the first and second substances,
h represents the elevation of the indoor floor of the building;
h0showing the current elevation of the field level;
the Δ h represents the indoor and outdoor height difference of the building;
VULrepresenting the soil output of the underground construction;
VRthe soil output of the road and the terrace is represented;
KBrepresenting a building foundation unearthing parameter;
SBrepresenting a building footprint;
hbrepresents the building floor thickness;
SGrepresenting the green area;
hGindicating the difference in elevation of the design average greenfield elevation relative to the road average elevation.
4. The method for calculating the elevation of the indoor floor of the building based on the planning and design points as claimed in claim 1, wherein: the step S8 includes the steps of,
s81, if the elevation of the indoor floor of the building is larger than the upper limit of the design requirement range, taking the upper limit of the design requirement range as the final elevation of the indoor floor of the building;
s82, if the elevation of the indoor floor of the building is between the design requirement range, taking the current calculated value as the final elevation of the indoor floor of the building;
and S83, if the elevation of the indoor floor of the building is smaller than the lower limit of the design requirement range, taking the lower limit of the design requirement range as the elevation of the indoor floor of the final building.
5. The method for calculating the elevation of the indoor floor of the building based on the planning and design points as claimed in claim 1, wherein: in the steps S5-S7, whether a soil loose coefficient is introduced into the calculation needs to be determined according to the situation of the field, and if the relief of the terrain before the construction site is primarily leveled is large, and the soil on the finished surface of the construction site after primary leveling is non-original natural soil, the soil loose coefficient does not need to be introduced; if the construction site is flat, and the construction site is not subjected to primary flattening or is left unused for many years after primary flattening, a loose coefficient needs to be introduced into calculation.
CN202110741006.4A 2021-07-01 2021-07-01 Building indoor terrace elevation calculation method based on planning and design points Active CN113609547B (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
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)

* Cited by examiner, † Cited by third party
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

Patent Citations (3)

* Cited by examiner, † Cited by third party
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)

* Cited by examiner, † Cited by third party
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 *
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, no. 06 *

Cited By (1)

* Cited by examiner, † Cited by third party
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

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