CN113781632B - Three-dimensional model system for generating power transmission and transformation project foundation calculation - Google Patents
Three-dimensional model system for generating power transmission and transformation project foundation calculation Download PDFInfo
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Abstract
The invention discloses a system for generating a three-dimensional model by calculating a power transmission and transformation project foundation, which comprises a power transmission foundation calculation module, a steel bar foundation calculation module and a project calculation management module; the power transformation basic calculation module transmits power transformation basic data information to the engineering calculation management module, the power transmission basic calculation module transmits power transmission basic data information to the engineering calculation management module, and the steel bar basic calculation module transmits steel bar basic data information to the engineering calculation module; the engineering calculation management module generates a three-dimensional model of the power transformation foundation according to the data information of the power transformation foundation, generates a three-dimensional model of the power transmission foundation according to the data information of the power transmission foundation, and generates a three-dimensional model of the steel reinforcement foundation according to the data information of the steel reinforcement foundation. The calculation informatization and the batch intelligent management of the power grid engineering foundation engineering quantity are realized, and the power grid cost management working efficiency is effectively improved.
Description
Technical Field
The invention relates to the technical field of power engineering, in particular to a system for generating a three-dimensional model by calculating a power transmission and transformation project foundation.
Background
At present, the power transmission and transformation project relates to various basic equipment types, complex calculation formulas, complex engineering quantity, detailed and complicated measurement parameters, various steel bars, multiple work repeatability, huge consumption materials, large occupation quantity, complex calculation process and easy error calculation, the manual calculation mode and file management of the traditional electronic form are required to consume huge manpower resources and time, and meanwhile, the names of equipment basic input parameters are called as different, so that inconsistent understanding among different people is easy to cause; different calculation methods are used by all people, so that the calculation results are inconsistent, and the checking time of staff is increased. Meanwhile, different calculation projects store through a plurality of files, so that data are difficult to scatter and review, and the working efficiency is affected; engineering data is stored in a personal computer, the data is changed randomly, the validity and the integrity of the data cannot be effectively restrained and ensured, the data security is low, and meanwhile, the serial change of the data cannot be tracked and checked. Basic equipment of power transmission and transformation has different shapes, and the traditional drawing mode of drawing work is not easy to understand and is difficult to check.
Disclosure of Invention
In order to overcome the defects of the prior art, the invention provides a three-dimensional model system generated by computing the basic power transmission and transformation project, which realizes the computation informatization and the mass intelligent management of the basic power grid project and effectively improves the work efficiency of the power grid cost management.
In order to achieve the above object, the present invention adopts the following technical scheme:
A three-dimensional model system for calculating and generating a power transmission and transformation project foundation comprises a power transformation foundation calculation module, a power transmission foundation calculation module, a steel bar foundation calculation module and a project calculation management module; the power transformation basic calculation module transmits power transformation basic data information to the engineering calculation management module, the power transmission basic calculation module transmits power transmission basic data information to the engineering calculation management module, and the steel bar basic calculation module transmits steel bar basic data information to the engineering calculation module; the engineering calculation management module receives the power transformation basic data information sent by the power transformation basic calculation module and generates a power transformation basic three-dimensional model according to the power transformation basic data information; the engineering calculation management module receives the power transmission basic data information sent by the power transmission basic calculation module and generates a power transmission basic three-dimensional model according to the power transmission basic data information; the engineering calculation management module receives the steel bar foundation data information sent by the steel bar foundation calculation module and generates a steel bar foundation three-dimensional model according to the steel bar foundation data information.
Further, the power transformation basic calculation module comprises a main transformer basic calculation sub-module, a breaker basic calculation sub-module, a disconnecting switch bracket basic calculation sub-module, a lightning arrester basic calculation sub-module, a terminal box basic calculation sub-module and a capacitor reactor basic calculation sub-module; the power transformation basic data information comprises main transformer basic sub-module data information, breaker basic sub-module data information, isolating switch bracket basic sub-module data information, lightning arrester basic sub-module data information, terminal box basic sub-module data information and capacitor reactor basic sub-module data information.
Further, the power transmission foundation calculation module comprises a foundation excavation calculation sub-module, a manual foundation excavation calculation sub-module, a ladder foundation calculation sub-module, a plate foundation calculation sub-module, a mechanical drilling bored concrete pile foundation calculation sub-module and a bearing platform pile foundation calculation sub-module; the power transmission foundation data information comprises foundation sub-module data information for digging, manual foundation sub-module data information for digging, ladder foundation sub-module data information, plate foundation sub-module data information, mechanical drilling bored concrete pile foundation sub-module data information and bearing pile foundation sub-module data information.
Further, the reinforcement foundation computing module includes a first reinforcement foundation computing sub-module, a second reinforcement foundation computing sub-module, a third reinforcement foundation computing sub-module … … nth reinforcement foundation computing sub-module, and the reinforcement computing data information includes first reinforcement foundation sub-module data information, second reinforcement foundation sub-module data information, third reinforcement foundation sub-module data information … … and nth reinforcement foundation sub-module data information.
Further, the transformation basic data information comprises transformation basic initial data and transformation basic calculation results; inputting initial data of the power transformation foundation, and calculating and outputting a calculation result of the power transformation foundation according to the initial data of the power transformation foundation; the power transmission basic data information comprises power transmission basic initial data and a power transmission basic calculation result; inputting transmission basic initial data, and calculating and outputting transmission basic calculation results according to the transmission basic initial data; the steel bar foundation data information comprises steel bar foundation initial data and a steel bar foundation calculation result; and inputting the initial data of the reinforcement foundation, and calculating and outputting the calculation result of the reinforcement foundation according to the initial data of the reinforcement foundation.
The invention has the beneficial effects that: the engineering calculation management module generates a three-dimensional model of a power transformation foundation according to the power transformation foundation data information, generates a three-dimensional model of the power transmission foundation according to the power transmission foundation data information, and generates a three-dimensional model of a steel bar foundation according to the steel bar foundation data information; the basic engineering quantity and the three-dimensional model of the power grid engineering can be visually checked, and the work efficiency of power grid cost management is effectively improved.
Drawings
In order to more clearly illustrate the embodiments of the invention or the technical solutions in the prior art, the drawings which are required in the description of the embodiments or the prior art will be briefly described, it being obvious that the drawings in the description below are only some embodiments of the invention, and that other drawings may be obtained according to these drawings without inventive effort for a person skilled in the art.
FIG. 1 is a schematic diagram of a system for generating a three-dimensional model based on calculation of a power transmission and transformation project according to the present invention
Detailed Description
Embodiments of the present disclosure are described in detail below with reference to the accompanying drawings.
Other advantages and effects of the present disclosure will become readily apparent to those skilled in the art from the following disclosure, which describes embodiments of the present disclosure by way of specific examples. It will be apparent that the described embodiments are merely some, but not all embodiments of the present disclosure. The disclosure may be embodied or practiced in other different specific embodiments, and details within the subject specification may be modified or changed from various points of view and applications without departing from the spirit of the disclosure. It should be noted that the following embodiments and features in the embodiments may be combined with each other without conflict. All other embodiments, which can be made by one of ordinary skill in the art without inventive effort, based on the embodiments in this disclosure are intended to be within the scope of this disclosure.
Embodiment one:
A three-dimensional model system for calculating and generating a power transmission and transformation project foundation comprises a power transformation foundation calculation module, a power transmission foundation calculation module, a steel bar foundation calculation module and a project calculation management module; the power transformation basic calculation module transmits power transformation basic data information to the engineering calculation management module, the power transmission basic calculation module transmits power transmission basic data information to the engineering calculation management module, and the steel bar basic calculation module transmits steel bar basic data information to the engineering calculation module; the engineering calculation management module receives the power transformation basic data information sent by the power transformation basic calculation module and generates a power transformation basic three-dimensional model according to the power transformation basic data information; the engineering calculation management module receives the power transmission basic data information sent by the power transmission basic calculation module and generates a power transmission basic three-dimensional model according to the power transmission basic data information; the engineering calculation management module receives the steel bar foundation data information sent by the steel bar foundation calculation module and generates a steel bar foundation three-dimensional model according to the steel bar foundation data information.
The power transformation foundation computing module comprises a main transformer foundation computing sub-module, a breaker foundation computing sub-module, a disconnecting switch bracket foundation computing sub-module, a lightning arrester foundation computing sub-module, a terminal box foundation computing sub-module and a capacitor reactor foundation computing sub-module; the power transformation basic data information comprises main transformer basic sub-module data information, breaker basic sub-module data information, isolating switch bracket basic sub-module data information, lightning arrester basic sub-module data information, terminal box basic sub-module data information and capacitor reactor basic sub-module data information.
The main transformer foundation computing sub-module transmits main transformer foundation sub-module data information to the engineering computing management module, wherein the main transformer foundation sub-module data information comprises main transformer foundation initial data and a main transformer foundation computing result; inputting main transformer basic initial data, wherein the main transformer basic initial data comprises main transformer basic first characteristic data, main transformer basic second characteristic data, main transformer basic third characteristic data … … and main transformer basic Nth characteristic data; the main transformer foundation calculation sub-module calculates and outputs a main transformer foundation calculation result according to the main transformer foundation initial data; the calculation formula is as follows:
V11＝L101×S101×H101×N101+L102×S102×H102+L103×S103×H103+(L104×S104×H104-N101×
L102×S102×H104)+(L105×S105-L106×S106)×H105
Wherein V 11 is the main transformer basic volume, L 101 is the main transformer bar basic length, S 101 is the main transformer bar basic width, H 101 is the main transformer bar basic height, N 101 is the main transformer bar basic quantity, L 102 is the main transformer bottom plate basic length, S 102 main transformer bottom plate basic width, H 102 is the main transformer bottom plate basic height, L 103 is the main transformer cushion basic length, S 103 main transformer cushion basic width, H 103 is the main transformer cushion basic height, L 104 main transformer oil pit bottom plate basic inner warp length (inner edge line), S 104 main transformer oil pit bottom plate inner warp width (inner edge line), H 104 main transformer oil pit bottom plate basic thickness. The outer warp (outer edge) of the oil pit wall of the L 105 main transformer is long, the outer warp (outer edge) of the oil pit wall of the S 105 main transformer is wide, the oil pit wall of the H 105 main transformer is high, the inner warp (inner edge) of the oil pit wall of the L 106 main transformer is long, and the inner warp (inner edge) of the oil pit wall of the S 106 main transformer is wide.
The circuit breaker foundation computing sub-module transmits circuit breaker foundation sub-module data information to the engineering computing management module, wherein the circuit breaker foundation sub-module data information comprises circuit breaker foundation initial data and circuit breaker foundation computing results; inputting circuit breaker basic initial data, wherein the circuit breaker basic initial data comprises first characteristic data of the circuit breaker basic, second characteristic data of the circuit breaker basic and third characteristic data … … th characteristic data of the circuit breaker basic; the breaker foundation calculation sub-module calculates and outputs a breaker foundation calculation result according to the breaker foundation initial data; the calculation formula is as follows:
V12＝L103×S103×H103+N104×L104×S104×H104+L105×S105×H105
Wherein V 12 is the basic volume of the circuit breaker, L 103 is the basic bottom plate of the circuit breaker, S 103 is the basic bottom plate of the circuit breaker, H 103 is the basic bottom plate of the circuit breaker, N 104 is the basic number of buttresses of the circuit breaker, L 104 is the basic buttresses of the circuit breaker, S 104 is the basic buttresses of the circuit breaker, H 104 is the basic buttresses of the circuit breaker, L 105 is the basic cushion of the circuit breaker, S 105 is the basic cushion of the circuit breaker, and H 105 is the basic cushion of the circuit breaker.
The isolating switch support base calculation sub-module transmits the data information of the isolating switch support base sub-module to the engineering calculation management module, wherein the data information of the isolating switch support base sub-module comprises isolating switch support base initial data and an isolating switch support base calculation result; inputting basic initial data of the isolating switch support, wherein the basic initial data of the isolating switch support comprises first characteristic data of the basic of the isolating switch support, second characteristic data of the basic of the isolating switch support, third characteristic data … … of the basic of the isolating switch support and N-th characteristic data of the basic of the isolating switch support; the isolating switch support foundation computing sub-module computes and outputs an isolating switch support foundation computing result according to the isolating switch support foundation initial data; the calculation formula is as follows:
V13＝L106×S106×H106+N107×L107×S107×H107+L108×S108×H108
Wherein V 13 is the basic volume of the isolating switch bracket, L 106 is the basic base length of the isolating switch, S 106 is the basic base width of the isolating switch, H 106 is the basic base height of the isolating switch, N 107 is the basic buttress number of the isolating switch, L 107 is the basic buttress length of the isolating switch, S 107 is the basic buttress width of the isolating switch, H 107 is the basic buttress height of the isolating switch, L 108 is the basic cushion length of the isolating switch, S 108 is the basic cushion width of the isolating switch, and H 108 is the basic cushion height of the isolating switch.
The lightning arrester foundation computing sub-module transmits lightning arrester foundation sub-module data information to the engineering computing management module, wherein the lightning arrester foundation sub-module data information comprises lightning arrester foundation initial data and lightning arrester foundation computing results; inputting lightning arrester basic initial data, wherein the lightning arrester basic initial data comprise lightning arrester basic first characteristic data, lightning arrester basic second characteristic data and lightning arrester basic third characteristic data … … lightning arrester basic N characteristic data; the lightning arrester foundation calculation sub-module calculates and outputs a lightning arrester foundation calculation result according to the lightning arrester foundation initial data; the calculation formula is as follows:
V14＝L109×S109×H109-(1/3×H110×((L111×S111)+(L112×S112)+(L111×S111×L112×S112)×1/2))+L113×S113×H113
Wherein V 14 is the base volume of the arrester, L 109 is the base length of the arrester, S 109 is the base width of the arrester, H 109 is the base height of the arrester, H 110 is the base prismatic height of the arrester, L 111 is the base prismatic length of the arrester, S 111 is the base large base width of the arrester, L 112 is the base small base length of the arrester, S 112 is the base small base width of the arrester, L 113 is the base cushion length of the arrester, S 113 is the base cushion width of the arrester, and H 113 is the base cushion height of the arrester.
V15＝L114×S114×H114-(3.14×1/3×H115((R2 15+R2 16+(R15×R16))+L116×S116×H116
Wherein V 15 is the base volume of the arrester, L 114 is the base length of the arrester, S 114 is the base width of the arrester, H 114 is the base height of the arrester, H 115 is the base height of the arrester, R 15 is the radius of the large bottom surface of the base platform body of the arrester, R 16 is the radius of the small bottom surface of the base platform body of the arrester, L 116 is the base cushion length of the arrester, S 116 is the base cushion width of the arrester, and S 116 is the base cushion height of the arrester.
The terminal box foundation computing sub-module transmits terminal box foundation sub-module data information to the engineering computing management module, wherein the terminal box foundation sub-module data information comprises terminal box foundation initial data and terminal box foundation computing results; inputting terminal box foundation initial data, wherein the terminal box foundation initial data comprises terminal box foundation first characteristic data, terminal box foundation second characteristic data and terminal box foundation third characteristic data … … terminal box foundation N characteristic data; the terminal box foundation computing sub-module computes and outputs a terminal box foundation computing result according to the terminal box foundation initial data; the calculation formula is as follows:
V16＝L117×S117×H117+L118×S118×H118+L119×S119×H119+L120×S120×H120+L121×S121×H121+L122×S122×H122
Wherein V 16 is the basic volume of the terminal box, L 117 is the basic bottom surface of the terminal box, S 117 is the basic bottom surface of the terminal box, H 117 is the basic bottom surface of the terminal box, L 118 is the basic first pool wall surface of the terminal box, S 118 is the basic first pool wall surface of the terminal box, H 118 is the basic first pool wall surface of the terminal box, L 119 is the basic second pool wall surface of the terminal box, S 119 is the basic second pool wall surface of the terminal box, H 119 is the basic second pool wall surface of the terminal box, L 120 is the basic third pool wall surface of the terminal box, S 120 is the basic third pool wall surface of the terminal box, H 120 is the basic third pool wall surface of the terminal box, L 121 is the basic fourth pool wall surface of the terminal box, S 121 is the basic fourth pool wall surface of the terminal box, and H 121 is the basic fourth pool wall surface of the terminal box; l 122 is the terminal box foundation mat length, S 122 is the terminal box foundation mat width, and H 122 is the terminal box foundation mat height.
The capacitive reactor foundation computing sub-module transmits capacitive reactor foundation sub-module data information to the engineering computing management module, wherein the capacitive reactor foundation sub-module data information comprises capacitive reactor foundation initial data and capacitive reactor foundation computing results; inputting initial data of a capacitor reactor base, wherein the initial data of the capacitor reactor base comprises first characteristic data of the capacitor reactor base, second characteristic data of the capacitor reactor base, third characteristic data … … of the capacitor reactor base and nth characteristic data of the capacitor reactor base; the capacitive reactor foundation calculation sub-module calculates and outputs a capacitive reactor foundation calculation result according to the capacitive reactor foundation initial data; the calculation formula is as follows:
V17＝L123×S123×H123+N124×L124×S124×H124+L125×S125×H125
Wherein V 17 is the basic volume of the capacitor reactor, L 123 is the basic length of the capacitor, S 123 is the basic width of the capacitor, H 123 is the basic height of the capacitor, N 124 is the basic number of the reactors, L 124 is the basic length of the reactor, S 124 is the basic width of the reactor, H 124 is the basic height of the reactor, L 125 is the basic buttress length of the capacitor reactor, S 125 is the basic buttress width of the capacitor reactor, and H 125 is the basic buttress height of the capacitor reactor.
The power transmission foundation calculation module comprises a foundation excavation calculation sub-module, a manual foundation excavation calculation sub-module, a ladder foundation calculation sub-module, a plate foundation calculation sub-module, a mechanical drilling bored concrete pile foundation calculation sub-module and a bearing platform pile foundation calculation sub-module; the power transmission foundation data information comprises foundation sub-module data information for digging, manual foundation sub-module data information for digging, ladder foundation sub-module data information, plate foundation sub-module data information, mechanical drilling bored concrete pile foundation sub-module data information and bearing pile foundation sub-module data information.
The foundation excavation calculation sub-module transmits foundation excavation sub-module data information to the engineering calculation management module, wherein the foundation excavation sub-module data information comprises foundation excavation initial data and foundation excavation calculation results; inputting foundation excavation initial data, wherein the foundation excavation initial data comprise foundation excavation first characteristic data, foundation excavation second characteristic data, foundation excavation third characteristic data … … and foundation excavation N characteristic data; the foundation excavation calculation sub-module calculates and outputs foundation excavation calculation results according to initial data of the foundation excavation; the calculation formula is as follows:
V21＝3.14×H201×R2 21+3.14×1/3×H202×(R2 21+R2 22+(R21×R22))+3.14×R2 22×H203+3.14×H2 204×((R2 23+H2 204)÷(2×H2 204-H204÷3))
Wherein V 21 is the volume of the foundation, H 201 is the height of the foundation, R 21 is the radius of the foundation, H 202 is the height of the round table, R 22 is the radius of the round table, H 203 is the height of the large foundation, H 204 is the sphere of the foundation, and R 23 is the radius of the sphere of the foundation.
The manual foundation excavation calculation sub-module transmits the data information of the manual foundation excavation sub-module to the engineering calculation management module, wherein the data information of the manual foundation excavation sub-module comprises initial data of the manual foundation excavation and a calculation result of the manual foundation excavation; inputting initial data of the manually excavated foundation, wherein the initial data of the manually excavated foundation comprises first characteristic data of the manually excavated foundation, second characteristic data of the manually excavated foundation, third characteristic data … … of the manually excavated foundation and nth characteristic data of the manually excavated foundation; the manual excavation foundation calculation sub-module calculates and outputs a manual excavation foundation calculation result according to the initial data of the manual excavation foundation; the calculation formula is as follows:
V22＝3.14×R2 24×L205+3.14×H206×1/3×(R2 25+R2 26+R25×R26)+3.14×H2 207×(R2 26+H2 207)÷(2×H207)-1/3×H207+3.14×1/4×(R2 27-R2 28)×L208÷L209+L210×S210×H210
Wherein R 22 is the volume of the foundation for manual excavation, R 24 is the radius of the pile body of the foundation for manual excavation, L 205 is the length of the pile body for manual excavation, H 206 is the height of the round table for manual excavation, R 25 is the upper radius of the round table for manual excavation, R 26 is the lower radius of the round table for manual excavation, H 207 is the height of the ball of the foundation for manual excavation, R 27 is the diameter of the pile body for manual excavation, R 28 is the upper diameter of the round table for manual excavation, L 208 is the length of the guard arm for manual excavation, L 209 is the length of each section of the guard arm for manual excavation, L 210 is the length of the cushion layer for manual excavation, S 210 is the width of the cushion layer for manual excavation, and H 210 is the height of the cushion layer for manual excavation.
The step basic calculation sub-module transmits step basic sub-module data information to the engineering calculation management module, wherein the step basic sub-module data information comprises step basic initial data and step basic calculation results; inputting ladder basic initial data, wherein the ladder basic initial data comprises ladder basic first characteristic data, ladder basic second characteristic data, ladder basic third characteristic data … … and ladder basic N characteristic data; the step foundation calculation sub-module calculates and outputs a step foundation calculation result according to the step foundation initial data; the calculation formula is as follows:
V23＝L211×S211×H211+L2120×S2120×H2120+L2121×H2121×S2121+L2122×S2122×H2122+……LN×SN×HN+L213×S213×H213
Wherein V 23 is a step base volume, L 211 is a step base column length, S 211 is a step base column width, H 211 is a step base column height, L 2120 is a step base first step length, S 2120 is a step base first step width, H 2120 is a step base first step height, L 2121 is a step base second step length, H 2121 is a step base second step width, H 2121 is a step base second step height, L 2122 is a step base third step length, S 2122 is a step base third step width, H 2122 is a step base third step height … … L N is a step base nth step length, S N is a step base nth step width, H N is a step base nth step height, L 213 is a step base cushion length, S 213 is a step base cushion width, and H 213 is a step base cushion height.
V24＝1/3×H214×(L215×S216+L215×S217+L215×S216×L215×S217)×1/2+L2180×S2180×H2080+L2081×S2081×H2081+L2082×S2082×H2082+……+Ln×Sn×Hn+L219×S219×H219
Wherein V 24 is a step base volume, H 214 is a step base column length, L 215 is a step base column length, S 216 is a step base upper width, S 217 is a step base lower width, L 2180 is a step base first step length, S 2180 is a step base first step width, H 2080 is a step base first step height, L 2081 is a step base second step length, S 2081 is a step base second step width, H 2081 is a step base second step height, L 2082 is a step base third step length, S 2082 is a step base third step width, H 2082 is a step base third step height … … L n is a step base nth step length, S n is a step base nth step width, H n is a step base nth step height, L 219 is a step base pad layer length, S 219 is a step base pad layer width, and H 219 is a step base pad layer height.
The plate-type foundation computing sub-module transmits data information of the plate-type foundation sub-module to the engineering computing management module, wherein the data information of the plate-type foundation sub-module comprises plate-type foundation initial data and a plate-type foundation computing result; inputting plate-type foundation initial data, wherein the plate-type foundation initial data comprise plate-type foundation first characteristic data, plate-type foundation second characteristic data and plate-type foundation third characteristic data … … plate-type foundation N characteristic data; the plate-type foundation calculation sub-module calculates and outputs a plate-type foundation calculation result according to the plate-type foundation initial data; the calculation formula is as follows:
V25＝L220×S220×H220+L221×S221×H221+L222×S222×H222
Wherein V 25 is the plate-type foundation volume, L 220 is the plate-type foundation column length, S 220 is the plate-type foundation column width, H 220 is the plate-type foundation column height, L 221 is the plate-type foundation step length, S 221 is the plate-type foundation step width, H 221 is the plate-type foundation step height, L 222 is the plate-type foundation mat layer length, S 222 is the plate-type foundation mat layer width, and H 222 is the plate-type foundation mat layer height.
V26＝1/3×H223×(L224×S225+L224×S226+L224×S225×L224×S226)×1/2+L227×S227×H227+L228×S228×H228
Wherein V 26 is the plate-type base volume, H 223 is the plate-type base column body, L 224 is the plate-type base column body length, S 225 is the plate-type base upper width, S 226 is the plate-type base lower width, L 227 is the plate-type base step length, S 227 is the plate-type base step width, H 227 is the plate-type base step height, L 228 is the plate-type base cushion layer length, S 228 is the plate-type base cushion layer width, and H 228 is the plate-type base cushion layer height.
The mechanical drilling bored concrete pile foundation calculation sub-module is used for transmitting the data information of the mechanical drilling bored concrete pile foundation sub-module to the engineering calculation management module, wherein the data information of the mechanical drilling bored concrete pile foundation sub-module comprises mechanical drilling bored concrete pile foundation initial data and mechanical drilling bored concrete pile foundation calculation results; inputting initial data of a mechanical bored pile foundation, wherein the initial data of the mechanical bored pile foundation comprises first characteristic data of the mechanical bored pile foundation, second characteristic data of the mechanical bored pile foundation, third characteristic data … … of the mechanical bored pile foundation and N characteristic data of the mechanical bored pile foundation; the mechanical bored pile foundation calculation submodule calculates and outputs a mechanical bored pile foundation calculation result according to the initial data of the mechanical bored pile foundation; the calculation formula is as follows:
V27＝3.14×R29×L229+2/3×3.14×R3 29+3.14×1/3×(H230×(R2 30+R2 31+R30×R31))
Wherein V 27 is the volume of the mechanical drilling and pouring pile, R 29 is the radius of the pile body of the mechanical drilling and pouring pile, L 229 is the length of the mechanical drilling and pouring pile, H 230 is the height of the mechanical drilling and pouring pile reaming and pouring pile, R 30 is the upper radius of the mechanical drilling and pouring pile reaming and pouring, and R 31 is the lower radius of the mechanical drilling and pouring pile reaming and pouring pile.
The pile foundation calculation sub-module is used for transmitting the pile foundation sub-module data information to the engineering calculation management module, wherein the pile foundation sub-module data information comprises pile foundation initial data and pile foundation calculation results; inputting initial data of a pile foundation, wherein the initial data of the pile foundation comprises first characteristic data of the pile foundation, second characteristic data of the pile foundation, third characteristic data … … of the pile foundation and N characteristic data of the pile foundation; the pile foundation calculation submodule calculates and outputs a pile foundation calculation result according to initial data of the pile foundation; the calculation formula is as follows:
V28＝L231×S231×H231+N232×3.14×R2 32×H232
Wherein V 28 is the pile foundation volume, L 231 is the pile foundation length, S 231 is the pile foundation width, H 231 is the pile foundation height, N 232 is the pile foundation pile body number, R 32 is the pile foundation pile body radius, and H 232 is the pile foundation pile body height.
The reinforcement foundation computing module comprises a first reinforcement foundation computing sub-module, a second reinforcement foundation computing sub-module, a third reinforcement foundation computing sub-module … … and an Nth reinforcement foundation computing sub-module, and the reinforcement computing data information comprises first reinforcement foundation sub-module data information, second reinforcement foundation sub-module data information, third reinforcement foundation sub-module data information … … and an Nth reinforcement foundation sub-module data information.
The first reinforcement foundation computing sub-module is used for transmitting data information of the first reinforcement foundation sub-module to the engineering computing management module, wherein the data information of the first reinforcement foundation sub-module comprises first reinforcement foundation initial data and a first reinforcement foundation computing result; inputting first reinforcement foundation initial data, wherein the first reinforcement foundation initial data comprises first reinforcement foundation first characteristic data, first reinforcement foundation second characteristic data and first reinforcement foundation third characteristic data … … and first reinforcement foundation N characteristic data; the first reinforcement foundation calculation sub-module calculates and outputs a first reinforcement foundation calculation result according to the first reinforcement foundation initial data; the calculation formula is as follows:
G31＝((L301+T302×2-T303×2+6.25×D31×2)×N31×D2 31×0.00617
Wherein G 31 is the mass of the first steel bar foundation, L 301 is the length of the beam column of the first steel bar foundation, T 302 is the thickness of the wall of the first steel bar foundation, T 303 is the thickness of the protective layer of the first steel bar foundation, D 31 is the diameter of the steel bar of the first steel bar foundation, and N 31 is the number of steel bars of the first steel bar foundation.
The second reinforcement foundation calculation sub-module is used for transmitting the data information of the second reinforcement foundation sub-module to the engineering calculation management module, wherein the data information of the second reinforcement foundation sub-module comprises second reinforcement foundation initial data and a second reinforcement foundation calculation result; inputting second reinforcement foundation initial data, wherein the second reinforcement foundation initial data comprises first characteristic data of a second reinforcement foundation, second characteristic data of the second reinforcement foundation, third characteristic data … … of the second reinforcement foundation and N characteristic data of the second reinforcement foundation; the second reinforcement foundation calculation sub-module calculates and outputs a second reinforcement foundation calculation result according to the second reinforcement foundation initial data; the calculation formula is as follows:
G32＝(L304+T305×2-T306×2+L307×2+(H308+H309-T306×2))0.414×2)×0.00617
Wherein, G 32 is the mass of the second reinforcement foundation, L 304 is the length of the beam and the column of the second reinforcement foundation, T 305 is the thickness of the wall of the second reinforcement foundation, T 306 is the thickness of the protective layer of the second reinforcement foundation, L 307 is the length of a single hook of the second reinforcement foundation, H 308 is the upper height of the second reinforcement foundation, and H 309 is the lower height of the second reinforcement foundation.
The third reinforcement foundation calculation sub-module is used for transmitting data information of the third reinforcement foundation sub-module to the engineering calculation management module, wherein the data information of the third reinforcement foundation sub-module comprises third reinforcement foundation initial data and a third reinforcement foundation calculation result; inputting third steel bar foundation initial data, wherein the third steel bar foundation initial data comprises third steel bar foundation first characteristic data, third steel bar foundation second characteristic data, third steel bar foundation third characteristic data … … and third steel bar foundation Nth characteristic data; the third reinforcement foundation calculation sub-module calculates and outputs a third reinforcement foundation calculation result according to the third reinforcement foundation initial data; the calculation formula is as follows:
G33＝(L310+T311×2-T312×2+6.25×D33×2)×N33×D2 33×0.00617
Wherein G 33 is the mass of the third steel bar foundation, L 310 is the length of the beam column of the third steel bar foundation, T 311 is the thickness of the wall of the third steel bar foundation, T 312 is the thickness of the protective layer of the third steel bar foundation, D 33 is the diameter of the steel bar of the third steel bar foundation, and N 33 is the number of steel bars of the third steel bar foundation.
The fourth steel bar calculation sub-module is used for transmitting data information of the fourth steel bar sub-module to the engineering calculation management module, wherein the data information of the fourth steel bar sub-module comprises fourth steel bar initial data and a fourth steel bar calculation result; inputting fourth steel bar initial data, wherein the fourth steel bar initial data comprises fourth steel bar first characteristic data, fourth steel bar second characteristic data, fourth steel bar third characteristic data … … and fourth steel bar Nth characteristic data; the fourth steel bar calculation sub-module calculates and outputs a fourth steel bar calculation result according to the fourth steel bar initial data; the calculation formula is as follows:
G34＝(L313+T314×2-T315×2+6.25×D34×2)×N34×D2 34×0.00617
Wherein, G 34 is the mass of the fourth steel bar, L 313 is the length of the fourth steel bar beam slab column, T 314 is the thickness of the fourth steel bar wall, T 315 is the thickness of the fourth steel bar protection layer, D 34 is the diameter of the fourth steel bar, and N 34 is the number of the fourth steel bar.
The fifth steel bar calculation sub-module is used for transmitting data information of the fifth steel bar sub-module to the engineering calculation management module, wherein the data information of the fifth steel bar sub-module comprises fifth steel bar initial data and a fifth steel bar calculation result; inputting fifth reinforcing steel bar initial data, wherein the fifth reinforcing steel bar initial data comprises fifth reinforcing steel bar first characteristic data, fifth reinforcing steel bar second characteristic data, fifth reinforcing steel bar third characteristic data … … and fifth reinforcing steel bar N characteristic data; the fifth steel bar calculation sub-module calculates and outputs a fifth steel bar calculation result according to the fifth steel bar initial data; the calculation formula is as follows:
G35＝((L316+L317)×2-8×T318)×((L319+T320×2+T321×2)÷(N35+1))×D2 35×0.00617
Wherein, G 35 is the mass of the fifth reinforcing steel bar, L 316 is the length of the upper edge and the lower edge of the fifth reinforcing steel bar stirrup, L 317 is the length of the left edge and the right edge of the fifth reinforcing steel bar stirrup, T 318 is the thickness of a fifth reinforcing steel bar protection layer, L 319 is the length of a fifth reinforcing steel bar beam plate column, T 320 is the thickness of a fifth reinforcing steel bar wall, T 321 is the thickness of a fifth reinforcing steel bar protection layer, N 35 is the distance between the fifth reinforcing steel bars, and D 35 is the diameter of the fifth reinforcing steel bar.
The Nth reinforcement calculation sub-module is used for transmitting the data information of the Nth reinforcement sub-module to the engineering calculation management module, wherein the data information of the Nth reinforcement sub-module comprises the Nth reinforcement initial data and the Nth reinforcement calculation result; inputting the Nth reinforcing steel bar initial data, wherein the Nth reinforcing steel bar initial data comprises the first characteristic data of the Nth reinforcing steel bar, the second characteristic data of the Nth reinforcing steel bar and the third characteristic data … … of the Nth reinforcing steel bar; the Nth reinforcement calculation sub-module calculates and outputs an Nth reinforcement calculation result according to the Nth reinforcement initial data; the calculation formula is as follows:
G36＝((S322-T323×2)+(11.9×D36×2))×((L324+T325×2-T323×2-0.05×2)÷(N36+1)×D36×0.00617
wherein, G 36 is the mass of the Nth reinforcing steel bar, S 322 is the construction width of the Nth reinforcing steel bar, T 323 is the thickness of the protective layer of the Nth reinforcing steel bar, D 36 is the diameter of the Nth reinforcing steel bar, L 324 is the length of the Nth reinforcing steel bar beam slab column, T 325 is the thickness of the Nth reinforcing steel bar wall, and N 36 is the spacing of the Nth reinforcing steel bars.
In the description of the present invention, it should be noted that the terms "first," "second," "third," "fourth," "fifth," "nth," and "nth" are used merely for distinguishing between descriptions and should not be construed as indicating or implying relative importance.
The above description is for the purpose of illustrating the embodiments of the present invention and is not to be construed as limiting the invention, but is intended to cover all modifications, equivalents, improvements and alternatives falling within the spirit and principles of the invention.
Claims (7)
1. The system for generating the three-dimensional model by calculating the power transmission and transformation project foundation is characterized by comprising a power transmission foundation calculation module, a steel bar foundation calculation module and a project calculation management module; the power transformation basic calculation module transmits power transformation basic data information to the engineering calculation management module, the power transmission basic calculation module transmits power transmission basic data information to the engineering calculation management module, and the steel bar basic calculation module transmits steel bar basic data information to the engineering calculation module; the engineering calculation management module receives the power transformation basic data information sent by the power transformation basic calculation module and generates a power transformation basic three-dimensional model according to the power transformation basic data information; the engineering calculation management module receives the power transmission basic data information sent by the power transmission basic calculation module and generates a power transmission basic three-dimensional model according to the power transmission basic data information; the engineering calculation management module receives the steel bar foundation data information sent by the steel bar foundation calculation module and generates a steel bar foundation three-dimensional model according to the steel bar foundation data information;
The power transformation foundation computing module comprises a main transformer foundation computing sub-module, a breaker foundation computing sub-module, a disconnecting switch bracket foundation computing sub-module, a lightning arrester foundation computing sub-module, a terminal box foundation computing sub-module and a capacitor reactor foundation computing sub-module;
The power transmission foundation calculation module comprises a foundation excavation calculation sub-module, a manual foundation excavation calculation sub-module, a ladder foundation calculation sub-module, a plate foundation calculation sub-module, a mechanical drilling bored concrete pile foundation calculation sub-module and a bearing platform pile foundation calculation sub-module;
The reinforcement foundation computing module comprises a first reinforcement foundation computing sub-module, a second reinforcement foundation computing sub-module and a third reinforcement foundation computing sub-module … … Nth reinforcement foundation computing sub-module.
2. The power transmission and transformation project basic calculation generation three-dimensional model system according to claim 1, wherein the power transformation basic data information comprises power transformation basic initial data and power transformation basic calculation results; and inputting the power transformation basic initial data, and calculating and outputting a power transformation basic calculation result according to the power transformation basic initial data.
3. The power transmission and transformation project basic calculation generation three-dimensional model system according to claim 1, wherein the power transmission basic data information comprises power transmission basic initial data and a power transmission basic calculation result; and inputting the power transmission basic initial data, and calculating and outputting a power transmission basic calculation result according to the power transmission basic initial data.
4. The system for generating a three-dimensional model by calculating a power transmission and transformation project foundation according to claim 1, wherein the steel bar foundation data information comprises steel bar foundation initial data and a steel bar foundation calculation result; and inputting the initial data of the reinforcement foundation, and calculating and outputting a calculation result of the reinforcement foundation according to the initial data of the reinforcement foundation.
5. The power transmission and transformation project basic calculation generation three-dimensional model system according to claim 2, wherein the power transformation basic data information comprises main transformer basic sub-module data information, breaker basic sub-module data information, disconnecting switch bracket basic sub-module data information, lightning arrester basic sub-module data information, terminal box basic sub-module data information and capacitance reactor basic sub-module data information.
6. The system for generating a three-dimensional model by calculating a power transmission and transformation project foundation according to claim 3, wherein the power transmission foundation data information comprises excavation foundation sub-module data information, manual excavation foundation sub-module data information, step foundation sub-module data information, plate foundation sub-module data information, mechanical drilling bored concrete pile foundation sub-module data information and bearing pile foundation sub-module data information.
7. The system of claim 4, wherein the rebar foundation data information includes a first rebar foundation sub-module data information, a second rebar foundation sub-module data information, a third rebar foundation sub-module data information … …, and an nth rebar foundation sub-module data information.
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