JP2020154799A - Average ground height calculation device, utilization method therefor, average ground height calculation method, and program - Google Patents

Average ground height calculation device, utilization method therefor, average ground height calculation method, and program Download PDF

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JP2020154799A
JP2020154799A JP2019053283A JP2019053283A JP2020154799A JP 2020154799 A JP2020154799 A JP 2020154799A JP 2019053283 A JP2019053283 A JP 2019053283A JP 2019053283 A JP2019053283 A JP 2019053283A JP 2020154799 A JP2020154799 A JP 2020154799A
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JP7253414B2 (en
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崇 菅原
Takashi Sugawara
崇 菅原
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Asahi Kasei Homes Corp
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Abstract

To easily calculate an average ground height with high precision by taking into account overhanging dimensions.SOLUTION: An average ground height calculation device calculates a height of an average ground surface that is a horizontal plane at an average height of a position where a building contacts a peripheral ground surface. The position at which the building contacts the peripheral ground surface is constituted by plural sections. The average ground height calculation device calculates: a first end overhanging dimension that is an overhanging dimension of a first end of each section; a second end overhanging dimension that is an overhanging dimension of a second end of each section; a length of each section taking into account the overhanging dimension, based on the first end overhanging dimension of each section and the second end overhanging dimension of each section; an area of each section taking into account the overhanging dimension, based on the height of the first end of each section, the height of the second end of each section, and the length of each section taking into account the overhanging dimension; and the average ground height, based on the length of all the sections taking into account the overhanging dimensions, and the area of all the sections taking into account the overhanging dimensions.SELECTED DRAWING: Figure 1

Description

本発明は平均地盤高さ算出装置、平均地盤高さ算出装置の利用方法、平均地盤高さ算出方法およびプログラムに関する。 The present invention relates to an average ground height calculation device, a method of using the average ground height calculation device, an average ground height calculation method, and a program.

建物の配置や高さなど敷地計画を決定するに当たり、建物周囲の地盤面と建物の高さ関係はプランニングの進展に応じて変更されることがあり、確認申請図書や意匠図、構造計算にそれぞれ修正が必要なことがある。従来はそれらの整合性をとるために多くの図面やデータを書き換える必要があり、この作業は精度を確保するために多大な労力をかける必要があった。 When deciding the site plan such as the layout and height of the building, the relationship between the ground surface around the building and the height of the building may change according to the progress of planning, and it is included in the confirmation application book, design drawing, and structural calculation. May need to be fixed. In the past, it was necessary to rewrite many drawings and data in order to ensure their consistency, and this work required a great deal of effort to ensure accuracy.

また、従来から、コンピュータを用いて建築物の敷地の平均地盤高を決定する平均地盤高方法が知られている(例えば特許文献1参照)。特許文献1に記載された技術では、入力処理で、各区画の区画長、左端高および右端高が入力される。演算処理では、各区画の平均地盤高、面積、総区画長、総面積および総平均地盤高が算出される。判定処理では、建築物規制条件を考慮して設定された理想的平均地盤高と総平均地盤高とが一致するか否かが判定される。判定結果が不一致のときには、選択処理で、理想的平均地盤高と総平均地盤高との差分が算出され、この差分を零にするための3つの調整処理のうちのいずれか1つが選択される。調整処理では、逆算によって選定区画の調整が行われるか、あるいは、ブロック単位で選定区画の調整が行われる。
ところで、特許文献1に記載された技術では、仮に判定結果が不一致のときに選択処理を行う必要があり、平均地盤高が算出されるまでの手順が煩雑である。つまり、特許文献1に記載された技術では、平均地盤高を容易に算出することができない。
また、特許文献1に記載された技術では、ふかし寸法が考慮されることなく、平均地盤高が算出されている。そのため、特許文献1に記載された技術では、ふかし寸法を無視できない場合に、平均地盤高の算出精度が著しく低下してしまう。
Further, conventionally, an average ground height method for determining the average ground height of a building site using a computer has been known (see, for example, Patent Document 1). In the technique described in Patent Document 1, the section length, the left end height and the right end height of each section are input in the input process. In the arithmetic processing, the average ground height, area, total section length, total area, and total average ground height of each section are calculated. In the determination process, it is determined whether or not the ideal average ground height set in consideration of the building regulation conditions and the total average ground height match. When the judgment results do not match, the selection process calculates the difference between the ideal average ground height and the total average ground height, and one of the three adjustment processes for making this difference zero is selected. .. In the adjustment process, the selected section is adjusted by back calculation, or the selected section is adjusted in block units.
By the way, in the technique described in Patent Document 1, it is necessary to perform a selection process when the determination results do not match, and the procedure until the average ground height is calculated is complicated. That is, the technique described in Patent Document 1 cannot easily calculate the average ground height.
Further, in the technique described in Patent Document 1, the average ground height is calculated without considering the puff size. Therefore, in the technique described in Patent Document 1, the accuracy of calculating the average ground height is significantly lowered when the puff size cannot be ignored.

特開平10−054715号公報Japanese Unexamined Patent Publication No. 10-054715

本発明者は、鋭意研究において、特許文献1に記載された技術のような複雑な調整処理を行う必要なく、ふかし寸法が考慮された高精度な平均地盤高さを容易に算出することができる新たな手法を見い出したのである。
つまり、本発明は、ふかし寸法が考慮された高精度な平均地盤高さを容易に算出することができる平均地盤高さ算出装置、平均地盤高さ算出装置の利用方法、平均地盤高さ算出方法およびプログラムを提供することを目的とする。
The present inventor can easily calculate a highly accurate average ground height in consideration of the puff size without having to perform a complicated adjustment process as in the technique described in Patent Document 1 in diligent research. He found a new method.
That is, according to the present invention, an average ground height calculation device capable of easily calculating a highly accurate average ground height in consideration of the puff size, a method of using the average ground height calculation device, and a method of calculating the average ground height. And the purpose of providing the program.

本発明の一態様は、建物が周囲の地面と接する位置の平均の高さにおける水平面である平均地盤面の高さを算出する平均地盤高さ算出装置であって、前記建物が周囲の地面と接する位置は、複数の区画によって構成され、各区画の長さを取得する第1取得部と、各区画の一方の端部である第1端部の高さを取得する第2取得部と、各区画の他方の端部である第2端部の高さを取得する第3取得部と、各区画の前記第1端部のふかしタイプを取得する第4取得部と、各区画の前記第2端部のふかしタイプを取得する第5取得部と、前記第4取得部によって取得された各区画の前記第1端部のふかしタイプに基づいて、各区画の前記第1端部のふかし寸法である第1端部ふかし寸法を算出する第1算出部と、前記第5取得部によって取得された各区画の前記第2端部のふかしタイプに基づいて、各区画の前記第2端部のふかし寸法である第2端部ふかし寸法を算出する第2算出部と、前記第1取得部によって取得された各区画の長さと、前記第1算出部によって算出された各区画の前記第1端部ふかし寸法と、前記第2算出部によって算出された各区画の前記第2端部ふかし寸法とに基づいて、各区画のふかし寸法考慮後長さを算出する第3算出部と、前記第2取得部によって取得された各区画の前記第1端部の高さと、前記第3取得部によって取得された各区画の前記第2端部の高さと、前記第3算出部によって算出された各区画の前記ふかし寸法考慮後長さとに基づいて、各区画のふかし寸法考慮後面積を算出する第4算出部と、前記第3算出部によって算出された各区画の前記ふかし寸法考慮後長さに基づいて、全区画のふかし寸法考慮後長さを算出する第5算出部と、前記第4算出部によって算出された各区画の前記ふかし寸法考慮後面積に基づいて、全区画のふかし寸法考慮後面積を算出する第6算出部と、前記第5算出部によって算出された前記全区画のふかし寸法考慮後長さと、前記第6算出部によって算出された前記全区画のふかし寸法考慮後面積とに基づいて、平均地盤高さを算出する第7算出部とを備える、平均地盤高さ算出装置である。 One aspect of the present invention is an average ground height calculation device that calculates the height of the average ground surface which is a horizontal plane at the average height of the position where the building is in contact with the surrounding ground, and the building is the surrounding ground. The contacting position is composed of a plurality of sections, a first acquisition part for acquiring the length of each section, a second acquisition part for acquiring the height of the first end portion which is one end of each section, and the like. A third acquisition unit that acquires the height of the second end portion that is the other end of each section, a fourth acquisition unit that acquires the puff type of the first end portion of each section, and the first of the sections. Based on the puff type of the first end of each section acquired by the fifth acquisition unit and the puff type of the first end acquired by the fourth acquisition section, the puff size of the first end of each section is obtained. Based on the first calculation unit that calculates the puffing dimension of the first end portion and the puffing type of the second end portion of each section acquired by the fifth acquisition unit, the second end portion of each section The second calculation unit that calculates the second end puffing dimension, which is the puffing dimension, the length of each section acquired by the first acquisition section, and the first end of each section calculated by the first calculation section. Based on the part puffing dimension and the second end puffing dimension of each section calculated by the second calculating part, the third calculation part for calculating the length after considering the puffing dimension of each section, and the second calculation part. The height of the first end of each section acquired by the acquisition unit, the height of the second end of each section acquired by the third acquisition unit, and each section calculated by the third calculation unit. Based on the 4th calculation unit that calculates the area after considering the puff size of each section based on the length after considering the puff size, and the length after considering the puff size of each section calculated by the 3rd calculation unit. Then, based on the 5th calculation unit that calculates the length after considering the puff size of all the sections and the area after considering the puff size of each section calculated by the 4th calculation unit, the area after considering the puff size of all the sections. Based on the sixth calculation unit for calculating the above, the length after considering the puff size of all the sections calculated by the fifth calculation unit, and the area after considering the puff size of all the sections calculated by the sixth calculation unit. This is an average ground height calculation device including a seventh calculation unit for calculating the average ground height.

本発明の一態様の平均地盤高さ算出装置では、前記第1算出部は、前記第1端部が平部である場合に、前記第1端部ふかし寸法としてゼロを算出し、前記第1端部が出隅である場合に、前記第1端部ふかし寸法として正の値を算出し、前記第1端部が入隅である場合に、前記第1端部ふかし寸法として負の値を算出し、前記第2算出部は、前記第2端部が平部である場合に、前記第2端部ふかし寸法としてゼロを算出し、前記第2端部が出隅である場合に、前記第2端部ふかし寸法として正の値を算出し、前記第2端部が入隅である場合に、前記第2端部ふかし寸法として負の値を算出してもよい。 In the average ground height calculation device of one aspect of the present invention, the first calculation unit calculates zero as the first end portion puffing dimension when the first end portion is a flat portion, and the first calculation unit. When the end is a protruding corner, a positive value is calculated as the first end puffing dimension, and when the first end is an inside corner, a negative value is calculated as the first end puffing dimension. The second calculation unit calculates zero as the puffing dimension of the second end portion when the second end portion is a flat portion, and when the second end portion is a protruding corner, the second calculation unit is described. A positive value may be calculated as the second end puffing dimension, and a negative value may be calculated as the second end puffing dimension when the second end is an inside corner.

本発明の一態様の平均地盤高さ算出装置では、前記第3算出部は、各区画のふかし寸法考慮後長さとして、前記第1取得部によって取得された各区画の長さと、前記第1算出部によって算出された各区画の前記第1端部ふかし寸法と、前記第2算出部によって算出された各区画の前記第2端部ふかし寸法との和を算出してもよい。 In the average ground height calculation device of one aspect of the present invention, the third calculation unit includes the length of each section acquired by the first acquisition unit and the first section as the length after considering the puff size of each section. The sum of the first end puffing dimension of each section calculated by the calculation unit and the second end puffing dimension of each section calculated by the second calculation unit may be calculated.

本発明の一態様の平均地盤高さ算出装置では、前記第4算出部は、各区画のふかし寸法考慮後面積として、前記第2取得部によって取得された各区画の前記第1端部の高さと前記第3取得部によって取得された各区画の前記第2端部の高さとの和と、前記第3算出部によって算出された各区画の前記ふかし寸法考慮後長さとの積を2で除した値を算出してもよい。 In the average ground height calculation device of one aspect of the present invention, the fourth calculation unit is the height of the first end portion of each section acquired by the second acquisition unit as the area after considering the puff size of each section. Divide by 2 the product of the sum of the sum and the height of the second end of each section acquired by the third acquisition unit and the length of each section calculated by the third calculation unit after considering the puff size. You may calculate the value.

本発明の一態様の平均地盤高さ算出装置では、前記第7算出部は、前記平均地盤高さとして、前記第6算出部によって算出された前記全区画のふかし寸法考慮後面積を、前記第5算出部によって算出された前記全区画のふかし寸法考慮後長さで除した値を算出してもよい。 In the average ground height calculation device of one aspect of the present invention, the seventh calculation unit uses the area after considering the puff size of all the sections calculated by the sixth calculation unit as the average ground height. 5 The value calculated by the calculation unit may be calculated by dividing by the length after considering the puff size of all the sections.

本発明の一態様は、平均地盤高さ算出装置の利用方法であって、前記第7算出部によって算出された前記平均地盤高さと、敷地における設計GLから基礎天端までの高さである基礎天端高さと、前記基礎天端よりも上の前記建物の高さである構造高さとに基づいて、前記建物の構造計算に用いられる建物高さを算出する、平均地盤高さ算出装置の利用方法である。 One aspect of the present invention is a method of using the average ground height calculation device, which is a foundation which is the average ground height calculated by the seventh calculation unit and the height from the design GL at the site to the top of the foundation. Use of an average ground height calculation device that calculates the building height used for structural calculation of the building based on the height of the crown and the structural height that is the height of the building above the foundation top. The method.

本発明の一態様の平均地盤高さ算出装置の利用方法では、前記建物の構造計算に用いられる建物高さが、前記平均地盤高さと前記基礎天端高さと前記構造高さとの和であってもよい。 In the method of using the average ground height calculation device according to one aspect of the present invention, the building height used for the structural calculation of the building is the sum of the average ground height, the foundation top height, and the structural height. May be good.

本発明の一態様の平均地盤高さ算出装置の利用方法では、前記建物の構造計算に用いられる建物高さと、前記建物の真北方向の軒先と境界線との距離と、前記建物の最高高とに基づいて、北側斜線制限の検討を実行してもよい。 In the method of using the average ground height calculation device according to one aspect of the present invention, the building height used for the structural calculation of the building, the distance between the eaves and the boundary line in the northward direction of the building, and the maximum height of the building. Based on the above, the examination of the northern diagonal line restriction may be carried out.

本発明の一態様の平均地盤高さ算出装置の利用方法では、前記建物の構造計算に用いられる建物高さと、前記建物の軒の高さと、基準風速とに基づいて、速度圧を算出してもよい。 In the method of using the average ground height calculation device according to one aspect of the present invention, the velocity pressure is calculated based on the building height used for the structural calculation of the building, the height of the eaves of the building, and the reference wind speed. May be good.

本発明の一態様は、建物が周囲の地面と接する位置の平均の高さにおける水平面である平均地盤面の高さを算出する平均地盤高さ算出方法であって、前記建物が周囲の地面と接する位置は、複数の区画によって構成され、各区画の長さを取得する第1取得ステップと、各区画の一方の端部である第1端部の高さを取得する第2取得ステップと、各区画の他方の端部である第2端部の高さを取得する第3取得ステップと、各区画の前記第1端部のふかしタイプを取得する第4取得ステップと、各区画の前記第2端部のふかしタイプを取得する第5取得ステップと、前記第4取得ステップにおいて取得された各区画の前記第1端部のふかしタイプに基づいて、各区画の前記第1端部のふかし寸法である第1端部ふかし寸法を算出する第1算出ステップと、前記第5取得ステップにおいて取得された各区画の前記第2端部のふかしタイプに基づいて、各区画の前記第2端部のふかし寸法である第2端部ふかし寸法を算出する第2算出ステップと、前記第1取得ステップにおいて取得された各区画の長さと、前記第1算出ステップにおいて算出された各区画の前記第1端部ふかし寸法と、前記第2算出ステップにおいて算出された各区画の前記第2端部ふかし寸法とに基づいて、各区画のふかし寸法考慮後長さを算出する第3算出ステップと、前記第2取得ステップにおいて取得された各区画の前記第1端部の高さと、前記第3取得ステップにおいて取得された各区画の前記第2端部の高さと、前記第3算出ステップにおいて算出された各区画の前記ふかし寸法考慮後長さとに基づいて、各区画のふかし寸法考慮後面積を算出する第4算出ステップと、前記第3算出ステップにおいて算出された各区画の前記ふかし寸法考慮後長さに基づいて、全区画のふかし寸法考慮後長さを算出する第5算出ステップと、前記第4算出ステップにおいて算出された各区画の前記ふかし寸法考慮後面積に基づいて、全区画のふかし寸法考慮後面積を算出する第6算出ステップと、前記第5算出ステップにおいて算出された前記全区画のふかし寸法考慮後長さと、前記第6算出ステップにおいて算出された前記全区画のふかし寸法考慮後面積とに基づいて、平均地盤高さを算出する第7算出ステップとを備える、平均地盤高さ算出方法である。 One aspect of the present invention is an average ground height calculation method for calculating the height of the average ground surface which is a horizontal plane at the average height of the position where the building is in contact with the surrounding ground, and the building is the surrounding ground. The contacting position is composed of a plurality of compartments, and a first acquisition step for acquiring the length of each compartment, a second acquisition step for acquiring the height of the first end portion which is one end of each compartment, and A third acquisition step of acquiring the height of the second end, which is the other end of each section, a fourth acquisition step of acquiring the puff type of the first end of each section, and the first of the sections. Based on the fifth acquisition step of acquiring the puff type of the two ends and the puff type of the first end of each section acquired in the fourth acquisition step, the puff size of the first end of each section Based on the first calculation step of calculating the first end puffing dimension and the puffing type of the second end of each section acquired in the fifth acquisition step, the second end of each section The second calculation step for calculating the second end puffing dimension, which is the puffing dimension, the length of each section acquired in the first acquisition step, and the first end of each section calculated in the first calculation step. Based on the part puffing dimension and the second end puffing dimension of each section calculated in the second calculation step, the third calculation step for calculating the length after considering the puffing dimension of each section, and the second calculation step. The height of the first end of each section acquired in the acquisition step, the height of the second end of each section acquired in the third acquisition step, and each section calculated in the third calculation step. Based on the fourth calculation step of calculating the area after considering the puff size of each section based on the length after considering the puff size of the above, and the length after considering the puff size of each section calculated in the third calculation step. Then, based on the fifth calculation step of calculating the length after considering the puff size of all the sections and the area after considering the puff size of each section calculated in the fourth calculation step, the area after considering the puff size of all sections. Based on the sixth calculation step for calculating the above, the length after considering the puff size of all the sections calculated in the fifth calculation step, and the area after considering the puff size of all the sections calculated in the sixth calculation step. This is an average ground height calculation method including a seventh calculation step for calculating the average ground height.

本発明の一態様は、コンピュータに、建物が周囲の地面と接する位置の平均の高さにおける水平面である平均地盤面の高さを算出させるプログラムであって、前記建物が周囲の地面と接する位置は、複数の区画によって構成され、前記コンピュータに、各区画の長さを取得する第1取得ステップと、各区画の一方の端部である第1端部の高さを取得する第2取得ステップと、各区画の他方の端部である第2端部の高さを取得する第3取得ステップと、各区画の前記第1端部のふかしタイプを取得する第4取得ステップと、各区画の前記第2端部のふかしタイプを取得する第5取得ステップと、前記第4取得ステップにおいて取得された各区画の前記第1端部のふかしタイプに基づいて、各区画の前記第1端部のふかし寸法である第1端部ふかし寸法を算出する第1算出ステップと、前記第5取得ステップにおいて取得された各区画の前記第2端部のふかしタイプに基づいて、各区画の前記第2端部のふかし寸法である第2端部ふかし寸法を算出する第2算出ステップと、前記第1取得ステップにおいて取得された各区画の長さと、前記第1算出ステップにおいて算出された各区画の前記第1端部ふかし寸法と、前記第2算出ステップにおいて算出された各区画の前記第2端部ふかし寸法とに基づいて、各区画のふかし寸法考慮後長さを算出する第3算出ステップと、前記第2取得ステップにおいて取得された各区画の前記第1端部の高さと、前記第3取得ステップにおいて取得された各区画の前記第2端部の高さと、前記第3算出ステップにおいて算出された各区画の前記ふかし寸法考慮後長さとに基づいて、各区画のふかし寸法考慮後面積を算出する第4算出ステップと、前記第3算出ステップにおいて算出された各区画の前記ふかし寸法考慮後長さに基づいて、全区画のふかし寸法考慮後長さを算出する第5算出ステップと、前記第4算出ステップにおいて算出された各区画の前記ふかし寸法考慮後面積に基づいて、全区画のふかし寸法考慮後面積を算出する第6算出ステップと、前記第5算出ステップにおいて算出された前記全区画のふかし寸法考慮後長さと、前記第6算出ステップにおいて算出された前記全区画のふかし寸法考慮後面積とに基づいて、平均地盤高さを算出する第7算出ステップとを実行させるためのプログラムである。 One aspect of the present invention is a program in which a computer is made to calculate the height of the average ground surface which is a horizontal plane at the average height of the position where the building is in contact with the surrounding ground, and the position where the building is in contact with the surrounding ground. Is composed of a plurality of compartments, and the computer has a first acquisition step of acquiring the length of each compartment and a second acquisition step of acquiring the height of the first end portion which is one end of each compartment. And a third acquisition step of acquiring the height of the second end portion which is the other end of each section, a fourth acquisition step of acquiring the puff type of the first end portion of each section, and each section. Based on the fifth acquisition step of acquiring the puff type of the second end portion and the puff type of the first end portion of each section acquired in the fourth acquisition step, the first end portion of each section The second end of each section is based on the first calculation step of calculating the first end puff size, which is the puff size, and the puff type of the second end of each section acquired in the fifth acquisition step. The second calculation step for calculating the second end puffing dimension, which is the puffing dimension of the portion, the length of each section acquired in the first acquisition step, and the first of the sections calculated in the first calculation step. Based on the 1-end puffing dimension and the 2nd end puffing dimension of each section calculated in the 2nd calculation step, the third calculation step of calculating the length after considering the puffing dimension of each section, and the above The height of the first end of each section acquired in the second acquisition step, the height of the second end of each section acquired in the third acquisition step, and the height of the second end of each section acquired in the third acquisition step were calculated in the third calculation step. The fourth calculation step of calculating the area after considering the puff size of each section based on the length after considering the puff size of each section, and the length after considering the puff size of each section calculated in the third calculation step. Based on the fifth calculation step of calculating the length after considering the puff size of all the sections and the area after considering the puff size of each section calculated in the fourth calculation step, the puff size of all the sections is considered. The sixth calculation step for calculating the rear area, the length after considering the puff size of all the sections calculated in the fifth calculation step, and the area after considering the puff size of all the sections calculated in the sixth calculation step. This is a program for executing the seventh calculation step of calculating the average ground height based on the above.

本発明によれば、ふかし寸法が考慮された高精度な平均地盤高さを容易に算出することができる平均地盤高さ算出装置、平均地盤高さ算出装置の利用方法、平均地盤高さ算出方法およびプログラムを提供することができる。 According to the present invention, an average ground height calculation device capable of easily calculating a highly accurate average ground height in consideration of the puff size, a method of using the average ground height calculation device, and a method of calculating the average ground height. And programs can be provided.

第1実施形態の平均地盤高さ算出装置の一例を示す図である。It is a figure which shows an example of the average ground height calculation apparatus of 1st Embodiment. 区画の長さなどの一例を示す図である。It is a figure which shows an example such as the length of a section. 第1実施形態の平均地盤高さ算出装置による平均地盤高さの算出対象の建物などの一例を示す図である。It is a figure which shows an example of the building which is the object of calculation of the average ground height by the average ground height calculation apparatus of 1st Embodiment. 建物が周囲の地面と接する位置の他の例の詳細図などである。It is a detailed view of another example of the position where the building touches the surrounding ground. 図4(A)に示す建物が周囲の地面と接する位置に関するデータを示す図である。It is a figure which shows the data about the position where the building shown in FIG. 4A comes into contact with the surrounding ground. 第1実施形態の平均地盤高さ算出装置において実行される処理の一例を説明するためのフローチャートである。It is a flowchart for demonstrating an example of the process executed in the average ground height calculation apparatus of 1st Embodiment. 第1実施形態の平均地盤高さ算出装置の第1適用例を示す図である。It is a figure which shows the 1st application example of the average ground height calculation apparatus of 1st Embodiment. 設計GLと平均GLと平均地盤高さと基礎天端との関係などを示す図である。It is a figure which shows the relationship between the design GL, the average GL, the average ground height, and the top of the foundation. 第1実施形態の平均地盤高さ算出装置の第2適用例を示す図である。It is a figure which shows the 2nd application example of the average ground height calculation apparatus of 1st Embodiment. 設計GLと、平均GLと、平均地盤高さと、建物の最高高と、建物の真北方向の軒先と境界線との距離と、北側斜線の勾配と、基準高さとの関係を示す図である。It is a figure which shows the relationship between the design GL, the average GL, the average ground height, the maximum height of the building, the distance between the eaves and the boundary line in the north direction of the building, the slope of the north diagonal line, and the reference height. .. 第1実施形態の平均地盤高さ算出装置の第3適用例を示す図である。It is a figure which shows the 3rd application example of the average ground height calculation apparatus of 1st Embodiment.

以下、本発明の平均地盤高さ算出装置、平均地盤高さ算出装置の利用方法、平均地盤高さ算出方法およびプログラムの実施形態について、添付図面を参照して説明する。 Hereinafter, the average ground height calculation device, the method of using the average ground height calculation device, the average ground height calculation method, and the embodiment of the program of the present invention will be described with reference to the accompanying drawings.

<第1実施形態>
図1は第1実施形態の平均地盤高さ算出装置1の一例を示す図である。
図2は区画の長さLiなどの一例を示す図である。詳細には、図2(A)は区画の長さLi、区画の一方の端部である第1端部のふかし寸法asi、区画の他方の端子である第2端部のふかし寸法aei、壁芯および柱芯を示す図である。図2(B)は区画、第1端部、第2端部、第1端部の高さdsiおよび第2端部の高さdeiを示す図である。図2(C)は区画の長さLiと、第1端部のふかし寸法asiと、第1端部の高さdsiと、第2端部の高さdeiと、区画のふかし寸法考慮後面積Si’との関係を示す図である。
図3は第1実施形態の平均地盤高さ算出装置1による平均地盤高さの算出対象の建物BGなどの一例を示す図である。詳細には、図3(A)は第1実施形態の平均地盤高さ算出装置1による平均地盤高さの算出対象の建物BGの一例の配置図を示している。具体的には、図3(A)は第1実施形態の平均地盤高さ算出装置1による平均地盤高さの算出対象の建物BGが周囲の地面と接する位置P(詳細には、線)の一例を示している。図3(B)は第1実施形態の平均地盤高さ算出装置1による平均地盤高さの算出対象の建物BGの一例の立面図を示している。
<First Embodiment>
FIG. 1 is a diagram showing an example of the average ground height calculation device 1 of the first embodiment.
FIG. 2 is a diagram showing an example of a section length Li and the like. Specifically, FIG. 2 (A) shows the length Li of the compartment, the puff dimension asi of the first end portion which is one end of the compartment, the puff dimension aei of the second end portion which is the other terminal of the compartment, and the wall. It is a figure which shows the core and the pillar core. FIG. 2B is a diagram showing the height dsi of the compartment, the first end portion, the second end portion, the first end portion, and the height dei of the second end portion. FIG. 2C shows the section length Li, the puff size asi of the first end, the height dsi of the first end, the height dei of the second end, and the area after considering the puff size of the section. It is a figure which shows the relationship with Si'.
FIG. 3 is a diagram showing an example of a building BG or the like for which the average ground height is calculated by the average ground height calculation device 1 of the first embodiment. In detail, FIG. 3A shows a layout drawing of an example of the building BG for which the average ground height is calculated by the average ground height calculation device 1 of the first embodiment. Specifically, FIG. 3A shows the position P (specifically, a line) where the building BG for which the average ground height is calculated by the average ground height calculation device 1 of the first embodiment is in contact with the surrounding ground. An example is shown. FIG. 3B shows an elevation view of an example of the building BG for which the average ground height is calculated by the average ground height calculation device 1 of the first embodiment.

図4は建物BGが周囲の地面と接する位置Pの他の例の詳細図などである。詳細には、図4(A)は建物BGが周囲の地面と接する位置Pの他の例の詳細図である。図4(B)は図4(A)に示す区画S4のふかし考慮後面積S4’を説明するための図である。図4(C)は図4(A)に示す区画S2のふかし考慮後面積S2’を説明するための図である。図4(D)は図4(A)に示す区画S3のふかし考慮後面積S3’を説明するための図である。
図5は図4(A)に示す建物BGが周囲の地面と接する位置P(詳細には、線および線の端部)に関するデータを示す図である。詳細には、図5(A)はモジュールデータ(ふかし寸法が考慮される前のデータ)を示しており、図5(B)はふかしデータ(ふかし寸法が考慮された後のデータ)を示している。
FIG. 4 is a detailed view of another example of the position P where the building BG is in contact with the surrounding ground. In detail, FIG. 4A is a detailed view of another example of position P where the building BG is in contact with the surrounding ground. FIG. 4B is a diagram for explaining the area S4'after considering the puffing of the section S4 shown in FIG. 4A. FIG. 4C is a diagram for explaining the area S2'after considering the puffing of the section S2 shown in FIG. 4A. FIG. 4D is a diagram for explaining the area S3'after considering the puffing of the section S3 shown in FIG. 4A.
FIG. 5 is a diagram showing data regarding a position P (specifically, a line and an end of the line) in which the building BG shown in FIG. 4A is in contact with the surrounding ground. In detail, FIG. 5 (A) shows module data (data before the puff size is taken into consideration), and FIG. 5 (B) shows puff data (data after the puff size is taken into consideration). There is.

図1〜図5に示す例では、平均地盤高さ算出装置1は、建物BG(図3(A)、図3(B)および図4(A)参照)が周囲の地面と接する位置P(図3(A)および図4(A)参照)の平均の高さにおける水平面である平均地盤面(平均GL(グランドライン))の高さ(詳細には、設計GLに対する平均GLの相対的な高さ)を算出する。建物BGが周囲の地面と接する位置Pは、複数の区画(図4(A)に示す例では、区画S1〜区画S7)によって構成される。
平均地盤高さ算出装置1は、第1取得部1Aと、第2取得部1Bと、第3取得部1Cと、第4取得部1Dと、第5取得部1Eと、第1算出部1Fと、第2算出部1Gと、第3算出部1Hと、第4算出部1Jと、第5算出部1Kと、第6算出部1Lと、第7算出部1Mとを備えている。
In the example shown in FIGS. 1 to 5, the average ground height calculation device 1 is set at a position P (see FIGS. 3 (A), 3 (B) and 4 (A)) where the building BG (see FIGS. The height of the average ground surface (average GL (ground line)) that is the horizontal plane at the average height of FIGS. 3 (A) and 4 (A) (specifically, the relative of the average GL to the design GL). Height) is calculated. The position P where the building BG is in contact with the surrounding ground is composed of a plurality of sections (in the example shown in FIG. 4A, sections S1 to S7).
The average ground height calculation device 1 includes a first acquisition unit 1A, a second acquisition unit 1B, a third acquisition unit 1C, a fourth acquisition unit 1D, a fifth acquisition unit 1E, and a first calculation unit 1F. , The second calculation unit 1G, the third calculation unit 1H, the fourth calculation unit 1J, the fifth calculation unit 1K, the sixth calculation unit 1L, and the seventh calculation unit 1M are provided.

第1取得部1Aは、各区画の長さLiを取得する。つまり、第1取得部1Aは、建物BGが周囲の地面と接する位置Pを構成する複数の区画のそれぞれの長さLiを取得する。
詳細には、図4および図5に示す例では、第1取得部1Aが、区画S1の長さL1(3660[mm])と、区画S2の長さL2(1830[mm])と、区画S3の長さL3(1830[mm])と、区画S4の長さL4(2745[mm])と、区画S5の長さL5(5490[mm])と、区画S6の長さL6(1830[mm])と、区画S7の長さL7(2745[mm])とを取得する。
The first acquisition unit 1A acquires the length Li of each section. That is, the first acquisition unit 1A acquires the length Li of each of the plurality of sections constituting the position P where the building BG is in contact with the surrounding ground.
Specifically, in the examples shown in FIGS. 4 and 5, the first acquisition unit 1A has a length L1 (3660 [mm]) of the compartment S1 and a length L2 (1830 [mm]) of the compartment S2. The length L3 (1830 [mm]) of the section S3, the length L4 (2745 [mm]) of the section S4, the length L5 (5490 [mm]) of the section S5, and the length L6 (1830 [1830]) of the section S6. mm]) and the length L7 (2745 [mm]) of the compartment S7 are acquired.

図1〜図5に示す例では、第2取得部1Bが、各区画の一方の端部である第1端部の高さdsiを取得する。
詳細には、図4および図5に示す例では、第2取得部1Bが、区画S1の第1端部(始点)S1Sの高さds1(0[mm])と、区画S2の第1端部(始点)S2Sの高さds2(−100[mm])と、区画S3の第1端部(始点)S3Sの高さds3(−100[mm])と、区画S4の第1端部(始点)S4Sの高さds4(−50[mm])と、区画S5の第1端部(始点)S5Sの高さds5(0[mm])と、区画S6の第1端部(始点)S6Sの高さds6(0[mm])と、区画S7の第1端部(始点)S7Sの高さds7(0[mm])とを取得する。
具体的には、例えば「区画S2の第1端部S2Sの高さds2(−100[mm])」は、区画S2の第1端部S2Sの高さが、設計GLの高さよりも100[mm]高いことを意味する。
つまり、第2取得部1Bによって取得される「高さ」は、設計GLからの各ポイントの下がり寸法を意味する。例えば、第2取得部1Bによって取得された第1端部(始点)の高さが100[mm]である場合には、その第1端部(始点)の高さは、設計GLの高さよりも100[mm]低いことになる。
In the example shown in FIGS. 1 to 5, the second acquisition unit 1B acquires the height dsi of the first end portion, which is one end of each section.
Specifically, in the examples shown in FIGS. 4 and 5, the second acquisition unit 1B has the height ds1 (0 [mm]) of the first end (starting point) S1S of the compartment S1 and the first end of the compartment S2. The height ds2 (-100 [mm]) of the portion (start point) S2S, the height ds3 (-100 [mm]) of the first end portion (start point) S3S of the compartment S3, and the first end portion (-100 [mm]) of the compartment S4. Start point) Height ds4 (-50 [mm]) of S4S, height ds5 (0 [mm]) of first end (start point) S5S of section S5, and first end (start point) S6S of section S6. The height ds6 (0 [mm]) of the partition S7 and the height ds7 (0 [mm]) of the first end (starting point) S7S of the compartment S7 are acquired.
Specifically, for example, in "height ds2 (-100 [mm]) of the first end portion S2S of the compartment S2", the height of the first end portion S2S of the compartment S2 is 100 [the height of the design GL. mm] means high.
That is, the "height" acquired by the second acquisition unit 1B means the descending dimension of each point from the design GL. For example, when the height of the first end portion (start point) acquired by the second acquisition unit 1B is 100 [mm], the height of the first end portion (start point) is larger than the height of the design GL. Is also 100 [mm] lower.

図1〜図5に示す例では、第3取得部1Cが、各区画の他方の端部である第2端部の高さdeiを取得する。
詳細には、図4および図5に示す例では、第3取得部1Cが、区画S1の第2端部(終点)S1Eの高さde1(0[mm])と、区画S2の第2端部(終点)S2Eの高さde2(−100[mm])と、区画S3の第2端部(終点)S3Eの高さde3(−50[mm])と、区画S4の第2端部(終点)S4Eの高さde4(0[mm])と、区画S5の第2端部(終点)S5Eの高さde5(0[mm])と、区画S6の第2端部(終点)S6Eの高さde6(0[mm])と、区画S7の第2端部(終点)S7Eの高さde7(0[mm])とを取得する。
各区画の第1端部(始点)の高さおよび第2端部(終点)の高さが、第2取得部1Bおよび第3取得部1Cによって取得される(つまり、各区画の第1端部(始点)の高さおよび第2端部(終点)の高さが、平均地盤高さ算出装置1の操作者によって平均地盤高さ算出装置1に入力される)と、例えば図3(A)に「±0」、「−100」、「−100」、「±0」で示すように、各区画の第1端部(始点)の高さおよび第2端部(終点)の高さが配置図に表示(出力)される。
また、各区画の第1端部(始点)の高さおよび第2端部(終点)の高さが、第2取得部1Bおよび第3取得部1Cによって取得される(つまり、各区画の第1端部(始点)の高さおよび第2端部(終点)の高さが、平均地盤高さ算出装置1の操作者によって平均地盤高さ算出装置1に入力される)と、例えば図3(B)に太線で示すように、各区画の第1端部(始点)の高さおよび第2端部(終点)の高さを示す太線が立面図に表示(出力)される。
In the example shown in FIGS. 1 to 5, the third acquisition unit 1C acquires the height dei of the second end portion, which is the other end portion of each section.
Specifically, in the examples shown in FIGS. 4 and 5, the third acquisition unit 1C has a height de1 (0 [mm]) of the second end (end point) S1E of the compartment S1 and a second end of the compartment S2. The height de2 (-100 [mm]) of the portion (end point) S2E, the height de3 (-50 [mm]) of the second end (end point) S3E of the compartment S3, and the second end (-50 [mm]) of the compartment S4. End point) S4E height de4 (0 [mm]), second end (end point) S5E height de5 (0 [mm]) of section S5, and second end (end point) S6E of section S6. The height de6 (0 [mm]) and the height de7 (0 [mm]) of the second end (end point) S7E of the compartment S7 are acquired.
The height of the first end (start point) and the height of the second end (end point) of each section are acquired by the second acquisition unit 1B and the third acquisition unit 1C (that is, the first end of each section). The height of the portion (start point) and the height of the second end portion (end point) are input to the average ground height calculation device 1 by the operator of the average ground height calculation device 1), for example, FIG. 3 (A). ) Is indicated by "± 0", "-100", "-100", and "± 0", the height of the first end (start point) and the height of the second end (end point) of each section. Is displayed (output) on the layout drawing.
Further, the height of the first end portion (start point) and the height of the second end portion (end point) of each section are acquired by the second acquisition unit 1B and the third acquisition unit 1C (that is, the second of each section). The height of the first end (start point) and the height of the second end (end point) are input to the average ground height calculation device 1 by the operator of the average ground height calculation device 1), for example, FIG. As shown by a thick line in (B), a thick line indicating the height of the first end (start point) and the height of the second end (end point) of each section is displayed (output) on the elevation.

図1〜図5に示す例では、第4取得部1Dが、各区画の第1端部のふかしタイプを取得する。
詳細には、図4に示す例では、第4取得部1Dが、区画S1の第1端部(始点)S1Sのふかしタイプ「出隅」と、区画S2の第1端部(始点)S2Sのふかしタイプ「出隅」と、区画S3の第1端部(始点)S3Sのふかしタイプ「入隅」と、区画S4の第1端部(始点)S4Sのふかしタイプ「出隅」と、区画S5の第1端部(始点)S5Sのふかしタイプ「出隅」と、区画S6の第1端部(始点)S6Sのふかしタイプ「出隅」と、区画S7の第1端部(始点)S7Sのふかしタイプ「平部」とを取得する。
In the example shown in FIGS. 1 to 5, the fourth acquisition unit 1D acquires the puff type of the first end portion of each section.
Specifically, in the example shown in FIG. 4, the fourth acquisition unit 1D is a puff type “outer corner” of the first end (start point) S1S of the section S1 and the first end (start point) S2S of the section S2. The puff type "outer corner", the puff type "inside corner" of the first end (start point) S3S of the compartment S3, the puff type "outer corner" of the first end (start point) S4S of the compartment S4, and the compartment S5. The first end (starting point) S5S of the puff type "outer corner" of the section S6, the first end (starting point) S6S of the puff type "outer corner" of the section S6, and the first end (starting point) S7S of the section S7. Acquire the puffy type "Hirabe".

図1〜図5に示す例では、第5取得部1Eが、各区画の第2端部のふかしタイプを取得する。
詳細には、図4に示す例では、第5取得部1Eが、区画S1の第2端部(終点)S1Eのふかしタイプ「出隅」と、区画S2の第2端部(終点)S2Eのふかしタイプ「入隅」と、区画S3の第2端部(終点)S3Eのふかしタイプ「出隅」と、区画S4の第2端部(終点)S4Eのふかしタイプ「出隅」と、区画S5の第2端部(終点)S5Eのふかしタイプ「出隅」と、区画S6の第2端部(終点)S6Eのふかしタイプ「平部」と、区画S7の第2端部(終点)S7Eのふかしタイプ「出隅」とを取得する。
In the example shown in FIGS. 1 to 5, the fifth acquisition unit 1E acquires the puff type of the second end portion of each section.
Specifically, in the example shown in FIG. 4, the fifth acquisition unit 1E is a puff type “outer corner” of the second end (end point) S1E of the section S1 and the second end (end point) S2E of the section S2. Puff type "inside corner", puff type "outside corner" of the second end (end point) S3E of the section S3, puff type "outside corner" of the second end (end point) S4E of the section S4, and section S5 2nd end (end point) S5E puff type "outer corner", 2nd end (end point) S6E puff type "flat part" of section S6, and 2nd end (end point) S7E of section S7 Get the prank type "outer corner".

図1〜図5に示す例では、第1算出部1Fが、第4取得部1Dによって取得された各区画の第1端部(始点)のふかしタイプに基づいて、各区画の第1端部(始点)のふかし寸法である第1端部ふかし寸法asiを算出する。
第1算出部1Fは、第1端部(始点)が平部である場合に第1端部ふかし寸法asiとしてゼロを算出し、第1端部(始点)が出隅である場合に第1端部ふかし寸法asiとして正の値を算出し、第1端部(始点)が入隅である場合に第1端部ふかし寸法asiとして負の値を算出する。
In the example shown in FIGS. 1 to 5, the first calculation unit 1F is the first end portion of each compartment based on the puff type of the first end portion (start point) of each compartment acquired by the fourth acquisition unit 1D. The first end puffing dimension asi, which is the puffing dimension of (start point), is calculated.
The first calculation unit 1F calculates zero as the first end part puffing dimension asi when the first end part (start point) is a flat part, and when the first end part (start point) is a protruding corner, the first calculation unit 1F. A positive value is calculated as the end puffing dimension asi, and a negative value is calculated as the first end puffing dimension asi when the first end portion (start point) is an inside corner.

詳細には、図4および図5に示す例では、第1算出部1Fが、第4取得部1Dによって取得された区画S1の第1端部(始点)のふかしタイプ「出隅」に基づいて、区画S1の第1端部ふかし寸法as1(110.5[mm])を算出する。また、第1算出部1Fは、第4取得部1Dによって取得された区画S2の第1端部(始点)のふかしタイプ「出隅」に基づいて、区画S2の第1端部ふかし寸法as2(110.5[mm])を算出する。
また、第1算出部1Fは、第4取得部1Dによって取得された区画S3の第1端部(始点)のふかしタイプ「入隅」に基づいて、区画S3の第1端部ふかし寸法as3(−110.5[mm])を算出する。また、第1算出部1Fは、第4取得部1Dによって取得された区画S4の第1端部(始点)のふかしタイプ「出隅」に基づいて、区画S4の第1端部ふかし寸法as4(110.5[mm])を算出する。
また、第1算出部1Fは、第4取得部1Dによって取得された区画S5の第1端部(始点)のふかしタイプ「出隅」に基づいて、区画S5の第1端部ふかし寸法as5(110.5[mm])を算出する。また、第1算出部1Fは、第4取得部1Dによって取得された区画S6の第1端部(始点)のふかしタイプ「出隅」に基づいて、区画S6の第1端部ふかし寸法as6(110.5[mm])を算出する。また、第1算出部1Fは、第4取得部1Dによって取得された区画S7の第1端部(始点)のふかしタイプ「平部」に基づいて、区画S7の第1端部ふかし寸法as7(0[mm])を算出する。
Specifically, in the examples shown in FIGS. 4 and 5, the first calculation unit 1F is based on the puff type “outer corner” of the first end (starting point) of the section S1 acquired by the fourth acquisition unit 1D. , The first end puffing dimension as1 (110.5 [mm]) of the compartment S1 is calculated. Further, the first calculation unit 1F is based on the puff type “outer corner” of the first end (starting point) of the section S2 acquired by the fourth acquisition unit 1D, and the first end puff dimension as2 of the section S2 ( 110.5 [mm]) is calculated.
Further, the first calculation unit 1F is based on the puff type “inside corner” of the first end (starting point) of the section S3 acquired by the fourth acquisition unit 1D, and the first end puff dimension as3 of the section S3 ( -110.5 [mm]) is calculated. Further, the first calculation unit 1F is based on the puff type “outer corner” of the first end (starting point) of the section S4 acquired by the fourth acquisition unit 1D, and the first end puff dimension as4 of the section S4 ( 110.5 [mm]) is calculated.
Further, the first calculation unit 1F is based on the puff type “outer corner” of the first end (starting point) of the section S5 acquired by the fourth acquisition unit 1D, and the first end puff dimension as5 of the section S5 ( 110.5 [mm]) is calculated. Further, the first calculation unit 1F is based on the puff type “outer corner” of the first end (starting point) of the section S6 acquired by the fourth acquisition unit 1D, and the first end puff dimension as6 of the section S6 ( 110.5 [mm]) is calculated. Further, the first calculation unit 1F is based on the puff type "flat portion" of the first end (starting point) of the section S7 acquired by the fourth acquisition unit 1D, and the first end puff dimension as7 of the section S7 ( 0 [mm]) is calculated.

図1〜図5に示す例では、第2算出部1Gが、第5取得部1Eによって取得された各区画の第2端部(終点)のふかしタイプに基づいて、各区画の第2端部(終点)のふかし寸法である第2端部ふかし寸法aeiを算出する。
第2算出部1Gは、第2端部(終点)が平部である場合に第2端部ふかし寸法aeiとしてゼロを算出し、第2端部(終点)が出隅である場合に第2端部ふかし寸法aeiとして正の値を算出し、第2端部(終点)が入隅である場合に第2端部ふかし寸法aeiとして負の値を算出する。
In the example shown in FIGS. 1 to 5, the second calculation unit 1G is based on the puff type of the second end (end point) of each section acquired by the fifth acquisition unit 1E, and the second end of each section. The second end puffing dimension aei, which is the puffing dimension of (end point), is calculated.
The second calculation unit 1G calculates zero as the second end puffing dimension aei when the second end (end point) is a flat part, and the second calculation unit 1G when the second end (end point) is a protruding corner. A positive value is calculated as the end puffing dimension aei, and a negative value is calculated as the second end puffing dimension aei when the second end portion (end point) is an inside corner.

詳細には、図4および図5に示す例では、第2算出部1Gが、第5取得部1Eによって取得された区画S1の第2端部(終点)のふかしタイプ「出隅」に基づいて、区画S1の第2端部ふかし寸法ae1(110.5[mm])を算出する。また、第2算出部1Gは、第5取得部1Eによって取得された区画S2の第2端部(終点)のふかしタイプ「入隅」に基づいて、区画S2の第2端部ふかし寸法ae2(−110.5[mm])を算出する。
また、第2算出部1Gは、第5取得部1Eによって取得された区画S3の第2端部(終点)のふかしタイプ「出隅」に基づいて、区画S3の第2端部ふかし寸法ae3(110.5[mm])を算出する。また、第2算出部1Gは、第5取得部1Eによって取得された区画S4の第2端部(終点)のふかしタイプ「出隅」に基づいて、区画S4の第2端部ふかし寸法ae4(110.5[mm])を算出する。
また、第2算出部1Gは、第5取得部1Eによって取得された区画S5の第2端部(終点)のふかしタイプ「出隅」に基づいて、区画S5の第2端部ふかし寸法ae5(110.5[mm])を算出する。また、第2算出部1Gは、第5取得部1Eによって取得された区画S6の第2端部(終点)のふかしタイプ「平部」に基づいて、区画S6の第2端部ふかし寸法ae6(0[mm])を算出する。また、第2算出部1Gは、第5取得部1Eによって取得された区画S7の第2端部(終点)のふかしタイプ「出隅」に基づいて、区画S7の第2端部ふかし寸法ae7(110.5[mm])を算出する。
Specifically, in the examples shown in FIGS. 4 and 5, the second calculation unit 1G is based on the puff type “outer corner” of the second end (end point) of the section S1 acquired by the fifth acquisition unit 1E. , The second end puffing dimension ae1 (110.5 [mm]) of the compartment S1 is calculated. Further, the second calculation unit 1G is based on the puff type “inside corner” of the second end (end point) of the section S2 acquired by the fifth acquisition unit 1E, and the second end puff dimension ae2 of the section S2 ( -110.5 [mm]) is calculated.
Further, the second calculation unit 1G is based on the puff type “outer corner” of the second end (end point) of the section S3 acquired by the fifth acquisition unit 1E, and the second end puff dimension ae3 of the section S3 ( 110.5 [mm]) is calculated. Further, the second calculation unit 1G is based on the puff type “outer corner” of the second end (end point) of the section S4 acquired by the fifth acquisition unit 1E, and the second end puff dimension ae4 of the section S4 ( 110.5 [mm]) is calculated.
Further, the second calculation unit 1G is based on the puff type “outer corner” of the second end (end point) of the section S5 acquired by the fifth acquisition unit 1E, and the second end puff dimension ae5 of the section S5 ( 110.5 [mm]) is calculated. Further, the second calculation unit 1G is based on the puff type "flat portion" of the second end (end point) of the section S6 acquired by the fifth acquisition unit 1E, and the second end puff dimension ae6 of the section S6 ( 0 [mm]) is calculated. Further, the second calculation unit 1G is based on the puff type “outer corner” of the second end (end point) of the section S7 acquired by the fifth acquisition unit 1E, and the second end puff dimension ae7 of the section S7 ( 110.5 [mm]) is calculated.

図1〜図5に示す例では、第3算出部1Hが、第1取得部1Aによって取得された各区画の長さLiと、第1算出部1Fによって算出された各区画の第1端部ふかし寸法asiと、第2算出部1Gによって算出された各区画の第2端部ふかし寸法aeiとに基づいて、各区画のふかし寸法考慮後長さLi’(=Li+asi+aei)を算出する。
つまり、第3算出部1Hは、各区画のふかし寸法考慮後長さLi’として、第1取得部1Aによって取得された各区画の長さLiと、第1算出部1Fによって算出された各区画の第1端部ふかし寸法asiと、第2算出部1Gによって算出された各区画の第2端部ふかし寸法aeiとの和(Li+asi+aei)を算出する。
In the example shown in FIGS. 1 to 5, the third calculation unit 1H has the length Li of each section acquired by the first acquisition unit 1A and the first end of each section calculated by the first calculation unit 1F. The length Li'(= Li + asi + aei) after considering the puffing dimension of each section is calculated based on the puffing dimension asi and the second end puffing dimension aei of each section calculated by the second calculation unit 1G.
That is, in the third calculation unit 1H, the length Li of each section acquired by the first acquisition unit 1A and each section calculated by the first calculation unit 1F are set as the length Li'after considering the puff size of each section. The sum (Li + asi + aei) of the first end puffing dimension asi and the second end puffing dimension aei of each section calculated by the second calculation unit 1G is calculated.

詳細には、図4および図5に示す例では、第3算出部1Hが、区画S1の長さL1(3660[mm])と区画S1の第1端部ふかし寸法as1(110.5[mm])と区画S1の第2端部ふかし寸法ae1(110.5[mm])とに基づいて、区画S1のふかし寸法考慮後長さL1’(3881[mm])(=3660[mm]+110.5[mm]+110.5[mm])を算出する。
また、第3算出部1Hは、区画S2の長さL2(1830[mm])と区画S2の第1端部ふかし寸法as2(110.5[mm])と区画S2の第2端部ふかし寸法ae2(−110.5[mm])とに基づいて、区画S2のふかし寸法考慮後長さL3’(1830[mm])(=1830[mm]+110.5[mm]−110.5[mm])を算出する。
また、第3算出部1Hは、区画S3の長さL3(1830[mm])と区画S3の第1端部ふかし寸法as3(−110.5[mm])と区画S3の第2端部ふかし寸法ae3(110.5[mm])とに基づいて、区画S3のふかし寸法考慮後長さL3’(1830[mm])(=1830[mm]−110.5[mm]+110.5[mm])を算出する。
Specifically, in the examples shown in FIGS. 4 and 5, the third calculation unit 1H has a length L1 (3660 [mm]) of the compartment S1 and a first end puffing dimension as1 (110.5 [mm]) of the compartment S1. ]) And the second end puffing dimension ae1 (110.5 [mm]) of the compartment S1, the length L1'(3881 [mm]) (= 3660 [mm] +110) after considering the puffing dimension of the compartment S1. .5 [mm] + 110.5 [mm]) is calculated.
Further, the third calculation unit 1H has a length L2 (1830 [mm]) of the compartment S2, a first end puffing dimension as2 (110.5 [mm]) of the compartment S2, and a second end puffing dimension of the compartment S2. Based on ae2 (-110.5 [mm]), the length L3'(1830 [mm]) (= 1830 [mm] + 110.5 [mm] -110.5 [mm] after considering the puff size of the compartment S2 ]) Is calculated.
Further, the third calculation unit 1H has a length L3 (1830 [mm]) of the compartment S3, a first end puffing dimension as3 (-110.5 [mm]) of the compartment S3, and a second end puffing of the compartment S3. Based on the dimension ae3 (110.5 [mm]), the length L3'(1830 [mm]) (= 1830 [mm] -110.5 [mm] + 110.5 [mm] after considering the puff size of the compartment S3. ]) Is calculated.

また、第3算出部1Hは、区画S4の長さL4(2745[mm])と区画S4の第1端部ふかし寸法as4(110.5[mm])と区画S4の第2端部ふかし寸法ae4(110.5[mm])とに基づいて、区画S4のふかし寸法考慮後長さL4’(2966[mm])(=2745[mm]+110.5[mm]+110.5[mm])を算出する。
また、第3算出部1Hは、区画S5の長さL5(5490[mm])と区画S5の第1端部ふかし寸法as5(110.5[mm])と区画S5の第2端部ふかし寸法ae5(110.5[mm])とに基づいて、区画S5のふかし寸法考慮後長さL5’(5711[mm])(=5490[mm]+110.5[mm]+110.5[mm])を算出する。
また、第3算出部1Hは、区画S6の長さL6(1830[mm])と区画S6の第1端部ふかし寸法as6(110.5[mm])と区画S6の第2端部ふかし寸法ae6(0[mm])とに基づいて、区画S6のふかし寸法考慮後長さL6’(1940.5[mm])(=1830[mm]+110.5[mm]+0[mm])を算出する。
また、第3算出部1Hは、区画S7の長さL7(2745[mm])と区画S7の第1端部ふかし寸法as7(0[mm])と区画S7の第2端部ふかし寸法ae7(110.5[mm])とに基づいて、区画S7のふかし寸法考慮後長さL7’(2855.5[mm])(=2745[mm]+0[mm]+110.5[mm])を算出する。
Further, the third calculation unit 1H has a length L4 (2745 [mm]) of the compartment S4, a first end puffing dimension as4 (110.5 [mm]) of the compartment S4, and a second end puffing dimension of the compartment S4. Based on ae4 (110.5 [mm]), the length L4'(2966 [mm]) (= 2745 [mm] + 110.5 [mm] + 110.5 [mm]) after considering the puff size of the compartment S4. Is calculated.
Further, the third calculation unit 1H has a length L5 (5490 [mm]) of the compartment S5, a first end puffing dimension as5 (110.5 [mm]) of the compartment S5, and a second end puffing dimension of the compartment S5. Based on ae5 (110.5 [mm]), the length L5'(5711 [mm]) (= 5490 [mm] + 110.5 [mm] + 110.5 [mm]) after considering the puff size of the compartment S5. Is calculated.
Further, the third calculation unit 1H has a length L6 (1830 [mm]) of the compartment S6, a first end puffing dimension of the compartment S6 as6 (110.5 [mm]), and a second end puffing dimension of the compartment S6. Based on ae6 (0 [mm]), the length L6'(1940.5 [mm]) (= 1830 [mm] + 110.5 [mm] + 0 [mm]) after considering the puff size of the section S6 is calculated. To do.
Further, the third calculation unit 1H has a length L7 (2745 [mm]) of the compartment S7, a first end puffing dimension as7 (0 [mm]) of the compartment S7, and a second end puffing dimension ae7 (7) of the compartment S7. Based on 110.5 [mm]), the length L7'(2855.5 [mm]) (= 2745 [mm] + 0 [mm] + 110.5 [mm]) after considering the puff size of the compartment S7 is calculated. To do.

図1〜図5に示す例では、第4算出部1Jが、第2取得部1Bによって取得された各区画の第1端部の高さdsiと、第3取得部1Cによって取得された各区画の第2端部の高さdeiと、第3算出部1Hによって算出された各区画のふかし寸法考慮後長さLi’とに基づいて、各区画のふかし寸法考慮後面積Si’(=Li’×(dsi+dei)/2)を算出する。
つまり、第4算出部1Jは、各区画のふかし寸法考慮後面積Si’として、第2取得部1Bによって取得された各区画の第1端部の高さdsiと第3取得部1Cによって取得された各区画の第2端部の高さdeiとの和(dsi+dei)と、第3算出部1Hによって算出された各区画のふかし寸法考慮後長さLi’との積(Li’×(dsi+dei))を2で除した値(Li’×(dsi+dei)/2)を算出する。
In the example shown in FIGS. 1 to 5, the fourth calculation unit 1J has the height dsi of the first end of each section acquired by the second acquisition unit 1B and each section acquired by the third acquisition unit 1C. Based on the height dei of the second end portion of the above and the length Li'after considering the puff size of each section calculated by the third calculation unit 1H, the area Si'(= Li') after considering the puff size of each section. × (dsi + dei) / 2) is calculated.
That is, the fourth calculation unit 1J is acquired by the height dsi of the first end portion of each section acquired by the second acquisition unit 1B and the third acquisition unit 1C as the area Si'after considering the puff size of each section. The product (Li'x (dsi + dy)) of the sum of the height dei of the second end of each section and the length Li'after considering the puff size of each section calculated by the third calculation unit 1H. ) Divided by 2 (Li'× (dsi + dei) / 2) is calculated.

詳細には、図4および図5に示す例では、第4算出部1Jが、区画S1の第1端部の高さds1(0[mm])と、区画S1の第2端部の高さde1(0[mm])と、区画S1のふかし寸法考慮後長さL1’(3881[mm])とに基づいて、区画S1のふかし寸法考慮後面積S1’(0[mm])(=3881[mm]×(0[mm]+0[mm])/2)を算出する。
また、第4算出部1Jは、区画S2の第1端部の高さds2(−100[mm])と、区画S2の第2端部の高さde2(−100[mm])と、区画S2のふかし寸法考慮後長さL2’(1830[mm])とに基づいて、区画S2のふかし寸法考慮後面積S2’(−183000[mm])(=1830[mm]×(−100[mm]−100[mm])/2)を算出する。
また、第4算出部1Jは、区画S3の第1端部の高さds3(−100[mm])と、区画S3の第2端部の高さde3(−50[mm])と、区画S3のふかし寸法考慮後長さL3’(1830[mm])とに基づいて、区画S3のふかし寸法考慮後面積S3’(−137250[mm])(=1830[mm]×(−100[mm]−50[mm])/2)を算出する。
Specifically, in the examples shown in FIGS. 4 and 5, the fourth calculation unit 1J has a height ds1 (0 [mm]) of the first end portion of the compartment S1 and a height of the second end portion of the compartment S1. Based on de1 (0 [mm]) and the length L1'(3881 [mm]) after considering the puff size of the compartment S1, the area S1'(0 [mm 2 ]) (=) after considering the puff size of the compartment S1. 3881 [mm] × (0 [mm] + 0 [mm]) / 2) is calculated.
Further, the fourth calculation unit 1J includes a section having a height ds2 (-100 [mm]) of the first end portion of the section S2 and a height de2 (-100 [mm]) of the second end portion of the section S2. Based on the length L2'(1830 [mm]) after considering the puff size of S2, the area S2'(-183000 [mm 2 ]) after considering the puff size of the compartment S2 (= 1830 [mm] × (-100 [] mm] -100 [mm]) / 2) is calculated.
Further, the fourth calculation unit 1J includes a section having a height ds3 (-100 [mm]) of the first end portion of the section S3 and a height de3 (-50 [mm]) of the second end portion of the section S3. Based on the length L3'(1830 [mm]) after considering the puff size of S3, the area S3'(-137250 [mm 2 ]) after considering the puff size of the compartment S3 (= 1830 [mm] × (-100 [] mm] -50 [mm]) / 2) is calculated.

また、第4算出部1Jは、区画S4の第1端部の高さds4(−50[mm])と、区画S4の第2端部の高さde4(0[mm])と、区画S4のふかし寸法考慮後長さL4’(2966[mm])とに基づいて、区画S4のふかし寸法考慮後面積S4’(−74150[mm])(=2966[mm]×(−50[mm]−0[mm])/2)を算出する。
また、第4算出部1Jは、区画S5の第1端部の高さds5(0[mm])と、区画S5の第2端部の高さde5(0[mm])と、区画S5のふかし寸法考慮後長さL5’(5711[mm])とに基づいて、区画S5のふかし寸法考慮後面積S5’(0[mm])(=5711[mm]×(0[mm]+0[mm])/2)を算出する。
また、第4算出部1Jは、区画S6の第1端部の高さds6(0[mm])と、区画S6の第2端部の高さde6(0[mm])と、区画S6のふかし寸法考慮後長さL6’(1940.5[mm])とに基づいて、区画S6のふかし寸法考慮後面積S6’(0[mm])(=1940.5[mm]×(0[mm]+0[mm])/2)を算出する。
また、第4算出部1Jは、区画S7の第1端部の高さds7(0[mm])と、区画S7の第2端部の高さde7(0[mm])と、区画S7のふかし寸法考慮後長さL7’(2855.5[mm])とに基づいて、区画S7のふかし寸法考慮後面積S7’(0[mm])(=2855.5[mm]×(0[mm]+0[mm])/2)を算出する。
Further, the fourth calculation unit 1J has a height ds4 (-50 [mm]) of the first end portion of the compartment S4, a height de4 (0 [mm]) of the second end portion of the compartment S4, and a compartment S4. Area S4'(-74150 [mm 2 ]) (= 2966 [mm] x (-50 [mm]) after considering the puff size of the compartment S4 based on the length L4'(2966 [mm]) after considering the puff size of ] -0 [mm]) / 2) is calculated.
Further, the fourth calculation unit 1J has a height ds5 (0 [mm]) of the first end portion of the compartment S5, a height de5 (0 [mm]) of the second end portion of the compartment S5, and the compartment S5. Based on the length L5'(5711 [mm]) after considering the puff size, the area S5'(0 [mm 2 ]) after considering the puff size of the compartment S5 (= 5711 [mm] × (0 [mm] + 0 [ mm]) / 2) is calculated.
Further, the fourth calculation unit 1J has a height ds6 (0 [mm]) of the first end portion of the compartment S6, a height de6 (0 [mm]) of the second end portion of the compartment S6, and the compartment S6. Based on the length L6'(1940.5 [mm]) after considering the puff size, the area S6'(0 [mm 2 ]) after considering the puff size of the compartment S6 (= 1940.5 [mm] × (0 [0 [ Calculate mm] +0 [mm]) / 2).
Further, the fourth calculation unit 1J has a height ds7 (0 [mm]) of the first end portion of the compartment S7, a height de7 (0 [mm]) of the second end portion of the compartment S7, and the compartment S7. Based on the length L7'(2855.5 [mm]) after considering the puff size, the area S7'(0 [mm 2 ]) (= 2855.5 [mm] x (0 [0]) after considering the puff size of the compartment S7. Calculate mm] +0 [mm]) / 2).

図1〜図5に示す例では、第5算出部1Kが、第3算出部1Hによって算出された各区画のふかし寸法考慮後長さLi’に基づいて、全区画のふかし寸法考慮後長さΣLi’を算出する。
詳細には、図4および図5に示す例では、第5算出部1Kが、全区画のふかし寸法考慮後長さΣLi’として、区画S1のふかし寸法考慮後長さL1’(3881[mm])と、区画S2のふかし寸法考慮後長さL2’(1830[mm])と、区画S3のふかし寸法考慮後長さL3’(1830[mm])と、区画S4のふかし寸法考慮後長さL4’(2966[mm])と、区画S5のふかし寸法考慮後長さL5’(5711[mm])と、区画S6のふかし寸法考慮後長さL6’(1940.5[mm])と、区画S7のふかし寸法考慮後長さL7’(2855.5[mm])との和(21014[mm])を算出する。
In the example shown in FIGS. 1 to 5, the fifth calculation unit 1K is the length after considering the puff size of all the sections based on the length Li'calculated by the third calculation unit 1H after considering the puff size. Calculate ΣLi'.
Specifically, in the examples shown in FIGS. 4 and 5, the fifth calculation unit 1K sets the length ΣLi'after considering the puffy dimension of all the sections, and the length L1'(3881 [mm]] after considering the puffy dimension of the section S1. ), The length L2'(1830 [mm]) after considering the puff size of the section S2, the length L3'(1830 [mm]) after considering the puff size of the section S3, and the length after considering the puff size of the section S4. L4'(2966 [mm]), the length L5'(5711 [mm]) after considering the puff size of the compartment S5, and the length L6'(1940.5 [mm]) after considering the puff size of the compartment S6. The sum (21014 [mm]) with the length L7'(2855.5 [mm]) after considering the puff size of the section S7 is calculated.

図1〜図5に示す例では、第6算出部1Lが、第4算出部1Jによって算出された各区画のふかし寸法考慮後面積Si’に基づいて、全区画のふかし寸法考慮後面積ΣSi’を算出する。
詳細には、図4および図5に示す例では、第6算出部1Lが、全区画のふかし寸法考慮後面積ΣSi’として、区画S1のふかし寸法考慮後面積ΣS1’(0[mm])と、区画S2のふかし寸法考慮後面積ΣS2’(−183000[mm])と、区画S3のふかし寸法考慮後面積ΣS3’(−137250[mm])と、区画S4のふかし寸法考慮後面積ΣS4’(−74150[mm])と、区画S5のふかし寸法考慮後面積ΣS5’(0[mm])と、区画S6のふかし寸法考慮後面積ΣS6’(0[mm])と、区画S7のふかし寸法考慮後面積ΣS7’(0[mm])との和(−394400[mm])を算出する。
In the example shown in FIGS. 1 to 5, the sixth calculation unit 1L has the area ΣSi'after considering the puffy dimension of all the sections based on the area Si'after considering the puffy dimension of each section calculated by the fourth calculation unit 1J. Is calculated.
Specifically, in the examples shown in FIGS. 4 and 5, the sixth calculation unit 1L sets the area ΣS1'after considering the puffy dimension of the section S1 as the area ΣS1'(0 [mm 2 ]) after considering the puffy dimension of all the sections. If, puffing dimension after consideration area ΣS2 compartment S2 '(- 183000 [mm 2 ]) and, puff dimension after consideration area ΣS3 compartments S3' (- 137250 [mm 2 ]) and, puff after size to area of the compartment S4 ΣS4 '- and (74150 [mm 2]), puff sizes after consideration area ΣS5 compartments S5' and (0 [mm 2]) and, puff dimension after consideration area ΣS6 compartments S6 '(0 [mm 2] ), The sum (-394400 [mm 2 ]) of the area ΣS7'(0 [mm 2 ]) after considering the puff size of the section S7 is calculated.

図1〜図5に示す例では、第7算出部1Mが、第5算出部1Kによって算出された全区画のふかし寸法考慮後長さΣLi’と、第6算出部1Lによって算出された全区画のふかし寸法考慮後面積ΣSi’とに基づいて、平均地盤高さδ(=ΣSi’/ΣLi’)を算出する。
つまり、第7算出部1Mは、平均地盤高さδとして、第6算出部1Lによって算出された全区画のふかし寸法考慮後面積ΣSi’を、第5算出部1Kによって算出された全区画のふかし寸法考慮後長さΣLi’で除した値(ΣSi’/ΣLi’)を算出する。
詳細には、図4および図5に示す例では、第7算出部1Mは、平均地盤高さδとして、全区画のふかし寸法考慮後面積ΣSi’(−394400[mm])を、全区画のふかし寸法考慮後長さΣLi’(21014[mm])で除した値(−18.7684[mm]≒−19[mm])を算出する。
すなわち、図4および図5に示す例では、平均地盤高さδ(平均GLの高さ)が、設計GLよりも約19[mm]低い旨が、第1実施形態の平均地盤高さ算出装置1によって得られる。
詳細には、図1〜図5に示す例では、第7算出部1Mによって算出される平均地盤高さδの値は、設計GLに対する平均GLの相対的高さ(低さ)が低い場合にプラスの値になる。
第7算出部1Mによって算出される平均地盤高さδの計算式が、図3(A)に示す配置図、図3(B)に示す立面図などに表示(出力)されてもよい。
In the example shown in FIGS. 1 to 5, the 7th calculation unit 1M has the length ΣLi'after considering the puff size of all the sections calculated by the 5th calculation unit 1K, and all the sections calculated by the 6th calculation unit 1L. The average ground height δ (= ΣSi'/ ΣLi') is calculated based on the area ΣSi'after considering the puff size.
That is, the 7th calculation unit 1M uses the average ground height δ as the area ΣSi'after considering the puff size of all the sections calculated by the 6th calculation unit 1L, and the puff of all the sections calculated by the 5th calculation unit 1K. After considering the dimensions, the value (ΣSi'/ ΣLi') divided by the length ΣLi'is calculated.
Specifically, in the examples shown in FIGS. 4 and 5, the seventh calculation unit 1M sets the area ΣSi'(-394400 [mm 2 ]) after considering the puff size of all the sections as the average ground height δ, and sets the area ΣSi'(-394400 [mm 2 ]) in all the sections. The value (-18.7684 [mm] ≈ -19 [mm]) divided by the length ΣLi'(21014 [mm]) is calculated after considering the puff size.
That is, in the examples shown in FIGS. 4 and 5, the average ground height δ (height of the average GL) is about 19 [mm] lower than the design GL, that is, the average ground height calculation device of the first embodiment. Obtained by 1.
Specifically, in the example shown in FIGS. 1 to 5, the value of the average ground height δ calculated by the 7th calculation unit 1M is when the relative height (low) of the average GL with respect to the design GL is low. It becomes a positive value.
The calculation formula of the average ground height δ calculated by the seventh calculation unit 1M may be displayed (output) in the layout plan shown in FIG. 3 (A), the elevation view shown in FIG. 3 (B), and the like.

図6は第1実施形態の平均地盤高さ算出装置1において実行される処理の一例を説明するためのフローチャートである。
図6に示す例では、ステップS1において、第1取得部1Aが、各区画の長さLiを取得する。また、第2取得部1Bが、各区画の第1端部(始点)の高さdsiを取得する。また、第3取得部1Cが、各区画の第2端部(終点)の高さdeiを取得する。
次いで、ステップS2では、第4取得部1Dが、各区画の第1端部(始点)のふかしタイプを取得する。また、第5取得部1Eが、各区画の第2端部(終点)のふかしタイプを取得する。
次いで、ステップS3では、第1算出部1Fが、ステップS2において取得された各区画の第1端部(始点)のふかしタイプに基づいて、各区画の第1端部ふかし寸法asiを算出する。また、第2算出部1Gが、ステップS2において取得された各区画の第2端部(終点)のふかしタイプに基づいて、各区画の第2端部ふかし寸法aeiを算出する。
次いで、ステップS4では、第3算出部1Hが、ステップS1において取得された各区画の長さLiと、ステップS3において算出された各区画の第1端部ふかし寸法asiと、ステップS3において算出された各区画の第2端部ふかし寸法aeiとに基づいて、各区画のふかし寸法考慮後長さLi’を算出する。
次いで、ステップS5では、第4算出部1Jが、ステップS1において取得された各区画の第1端部の高さdsiと、ステップS1において取得された各区画の第2端部の高さdeiと、ステップS4において算出された各区画のふかし寸法考慮後長さLi’とに基づいて、各区画のふかし寸法考慮後面積Si’を算出する。
次いで、ステップS6では、第5算出部1Kが、ステップS4において算出された各区画のふかし寸法考慮後長さLi’に基づいて、全区画のふかし寸法考慮後長さΣLi’を算出する。
次いで、ステップS7では、第6算出部1Lが、ステップS5において算出された各区画のふかし寸法考慮後面積Si’に基づいて、全区画のふかし寸法考慮後面積ΣSi’を算出する。
次いで、ステップS8では、第7算出部1Mが、ステップS6において算出された全区画のふかし寸法考慮後長さΣLi’と、ステップS7において算出された全区画のふかし寸法考慮後面積ΣSi’とに基づいて、平均地盤高さδを算出する。
FIG. 6 is a flowchart for explaining an example of the processing executed by the average ground height calculation device 1 of the first embodiment.
In the example shown in FIG. 6, in step S1, the first acquisition unit 1A acquires the length Li of each section. Further, the second acquisition unit 1B acquires the height dsi of the first end portion (start point) of each section. Further, the third acquisition unit 1C acquires the height dei of the second end portion (end point) of each section.
Next, in step S2, the fourth acquisition unit 1D acquires the puff type of the first end portion (start point) of each section. In addition, the fifth acquisition unit 1E acquires the puff type of the second end (end point) of each section.
Next, in step S3, the first calculation unit 1F calculates the first end puff size asi of each section based on the puff type of the first end (start point) of each section acquired in step S2. In addition, the second calculation unit 1G calculates the second end puff size aei of each section based on the puff type of the second end (end point) of each section acquired in step S2.
Next, in step S4, the third calculation unit 1H calculates the length Li of each section acquired in step S1, the first end puffing dimension asi of each section calculated in step S3, and step S3. The length Li'after considering the puff size of each section is calculated based on the second end puff size aei of each section.
Next, in step S5, the fourth calculation unit 1J sets the height dsi of the first end of each section acquired in step S1 and the height dei of the second end of each section acquired in step S1. , The area Si'after considering the puff size of each section is calculated based on the length Li'after considering the puff size of each section calculated in step S4.
Next, in step S6, the fifth calculation unit 1K calculates the length ΣLi'after considering the puff size of all the sections based on the length Li'after considering the puff size of each section calculated in step S4.
Next, in step S7, the sixth calculation unit 1L calculates the area ΣSi'after considering the puffy dimension of all the sections based on the area Si'after considering the puffy dimension of each section calculated in step S5.
Next, in step S8, the seventh calculation unit 1M sets the length ΣLi'after considering the puff size of all the sections calculated in step S6 and the area ΣSi'after considering the puff size of all the sections calculated in step S7. Based on this, the average ground height δ is calculated.

上述したように第1実施形態の平均地盤高さ算出装置1では、例えば特許文献1に記載された技術のように判定結果が不一致のときに行われる選択処理のような煩雑な手順によることなく、平均地盤高さδが算出される。
更に、第1実施形態の平均地盤高さ算出装置1では、ふかし寸法が考慮されて、平均地盤高さδが算出される。
そのため、第1実施形態の平均地盤高さ算出装置1では、ふかし寸法が考慮された高精度な平均地盤高さδを容易に算出することができる。
As described above, the average ground height calculation device 1 of the first embodiment does not require a complicated procedure such as a selection process performed when the determination results do not match, as in the technique described in Patent Document 1, for example. , The average ground height δ is calculated.
Further, in the average ground height calculation device 1 of the first embodiment, the average ground height δ is calculated in consideration of the puff size.
Therefore, the average ground height calculation device 1 of the first embodiment can easily calculate the highly accurate average ground height δ in consideration of the puff size.

図7は第1実施形態の平均地盤高さ算出装置1の第1適用例を示す図である。図8は設計GLと平均GLと平均地盤高さδと基礎天端との関係などを示す図である。
図7および図8に示す例では、第1実施形態の平均地盤高さ算出装置1が、建物高さ算出システム10に適用されている。
建物高さ算出システム10は、平均地盤高さ算出装置1と、建物高さ算出部11とを備えている。
建物高さ算出部11は、平均地盤高さ算出装置1の第7算出部1M(図1参照)によって算出された平均地盤高さδと、敷地における設計GLから基礎天端までの高さである基礎天端高さhと、基礎天端よりも上の建物BGの高さである構造高さHKとに基づいて、建物BGの構造計算に用いられる建物高さHを算出する。
詳細には、建物高さ算出部11は、建物BGの構造計算に用いられる建物高さHとして、平均地盤高さδと基礎天端高さhと構造高さHKとの和(δ+h+HK)を算出する。
FIG. 7 is a diagram showing a first application example of the average ground height calculation device 1 of the first embodiment. FIG. 8 is a diagram showing the relationship between the design GL, the average GL, the average ground height δ, and the top of the foundation.
In the examples shown in FIGS. 7 and 8, the average ground height calculation device 1 of the first embodiment is applied to the building height calculation system 10.
The building height calculation system 10 includes an average ground height calculation device 1 and a building height calculation unit 11.
The building height calculation unit 11 is based on the average ground height δ calculated by the 7th calculation unit 1M (see FIG. 1) of the average ground height calculation device 1 and the height from the design GL on the site to the top of the foundation. The building height H used for the structural calculation of the building BG is calculated based on a certain foundation top height h and the structural height HK which is the height of the building BG above the foundation top.
Specifically, the building height calculation unit 11 calculates the sum (δ + h + HK) of the average ground height δ, the foundation top height h, and the structural height HK as the building height H used for the structural calculation of the building BG. calculate.

図9は第1実施形態の平均地盤高さ算出装置1の第2適用例を示す図である。図10は設計GLと、平均GLと、平均地盤高さδと、建物BGの最高高と、建物BGの真北方向の軒先と境界線との距離と、北側斜線の勾配と、基準高さとの関係を示す図である。
図9および図10に示す例では、第1実施形態の平均地盤高さ算出装置1が、北側斜線制限検討システム20に適用されている。
北側斜線制限検討システム20は、図7に示す建物高さ算出システム10と、北側斜線制限検討部21とを備えている。
北側斜線制限検討部21は、建物高さ算出システム10によって算出された建物高さH(詳細には、建物BGの最高高)(8480[mm])と、建物BGの真北方向の軒先と境界線との距離(6140[mm])と、北側斜線の勾配(6/10)と、基準高さ(5000[mm])とに基づいて、北側斜線制限の検討を実行する。
具体的には、北側斜線制限検討部21は、建物BGの最高高(8480[mm])が、建物BGの真北方向の軒先と境界線との距離(6140[mm])と北側斜線の勾配(6/10)との積(6140[mm]×0.6)と、基準高さ(5000[mm])との和(6140[mm]×0.6+5000[mm]=8684[mm])よりも小さいため、建物BGが北側斜線制限の法規を満足していると判断する。
北側斜線制限検討部21による北側斜線制限の検討結果が、図3(A)に示すような配置図、図3(B)に示すような立面図などに表示(出力)されてもよい。
また、図3(A)に示すような配置図、図3(B)に示すような立面図などに、「線?図?」が表示(出力)されてもよい。
FIG. 9 is a diagram showing a second application example of the average ground height calculation device 1 of the first embodiment. FIG. 10 shows the design GL, the average GL, the average ground height δ, the maximum height of the building BG, the distance between the eaves and the boundary line in the north direction of the building BG, the slope of the north diagonal line, and the reference height. It is a figure which shows the relationship of.
In the examples shown in FIGS. 9 and 10, the average ground height calculation device 1 of the first embodiment is applied to the north diagonal line restriction study system 20.
The north diagonal line restriction examination system 20 includes a building height calculation system 10 shown in FIG. 7 and a north diagonal line restriction examination unit 21.
The north diagonal line restriction study unit 21 includes the building height H (specifically, the maximum height of the building BG) (8480 [mm]) calculated by the building height calculation system 10 and the eaves in the north direction of the building BG. Based on the distance to the boundary line (6140 [mm]), the slope of the north diagonal line (6/10), and the reference height (5000 [mm]), the examination of the north diagonal line restriction is performed.
Specifically, in the north diagonal line restriction study unit 21, the maximum height (8480 [mm]) of the building BG is the distance (6140 [mm]) between the eaves and the boundary line in the north direction of the building BG and the north diagonal line. The sum of the product (6140 [mm] x 0.6) with the gradient (6/10) and the reference height (5000 [mm]) (6140 [mm] x 0.6 + 5000 [mm] = 8864 [mm] ), So it is judged that the building BG satisfies the regulations for restricting the north diagonal line.
The examination result of the north diagonal line restriction by the north diagonal line restriction examination unit 21 may be displayed (output) in a layout drawing as shown in FIG. 3 (A), an elevation view as shown in FIG. 3 (B), or the like.
Further, "line? Figure?" May be displayed (output) on a layout plan as shown in FIG. 3 (A), an elevation view as shown in FIG. 3 (B), or the like.

図11は第1実施形態の平均地盤高さ算出装置1の第3適用例を示す図である。
図11に示す例では、第1実施形態の平均地盤高さ算出装置1が、速度圧算出システム30に適用されている。
速度圧算出システム30は、図7に示す建物高さ算出システム10と、速度圧算出部31とを備えている。
速度圧算出部31は、建築基準法施行令87条に定められている式に基づいて速度圧を算出する。詳細には、速度圧算出部31は、建物高さ算出システム10によって算出された建物高さH、建物BGの軒の高さ、基準風速などに基づいて、速度圧を算出する。
FIG. 11 is a diagram showing a third application example of the average ground height calculation device 1 of the first embodiment.
In the example shown in FIG. 11, the average ground height calculation device 1 of the first embodiment is applied to the velocity pressure calculation system 30.
The speed pressure calculation system 30 includes a building height calculation system 10 shown in FIG. 7 and a speed pressure calculation unit 31.
The velocity pressure calculation unit 31 calculates the velocity pressure based on the formula stipulated in Article 87 of the Building Standards Act Enforcement Ordinance. Specifically, the velocity pressure calculation unit 31 calculates the velocity pressure based on the building height H calculated by the building height calculation system 10, the height of the eaves of the building BG, the reference wind speed, and the like.

第1実施形態の平均地盤高さ算出装置1の他の適用例では、第1実施形態の平均地盤高さ算出装置1により得られる平均地盤高さδ、および、第1実施形態の平均地盤高さ算出装置1において用いられる数値を用いることによって、地盤が基礎梁に与える荷重を考慮した基礎梁の応力検討が行われる。
第1実施形態の平均地盤高さ算出装置1の更に他の適用例では、第1実施形態の平均地盤高さ算出装置1により得られる平均地盤高さδ、および、第1実施形態の平均地盤高さ算出装置1において用いられる数値を用いることによって、地盤が基礎梁に与える荷重を考慮した立面図への地盤面の描画が行われる。
第1実施形態の平均地盤高さ算出装置1の更に他の適用例では、第1実施形態の平均地盤高さ算出装置1により得られる平均地盤高さδ、および、第1実施形態の平均地盤高さ算出装置1において用いられる数値を用いることによって、配置図への地盤高さの表記が行われる。
第1実施形態の平均地盤高さ算出装置1の更に他の適用例では、第1実施形態の平均地盤高さ算出装置1により得られる平均地盤高さδが、温熱計算上考慮する地盤の高さに利用される。
In another application example of the average ground height calculation device 1 of the first embodiment, the average ground height δ obtained by the average ground height calculation device 1 of the first embodiment and the average ground height of the first embodiment By using the numerical values used in the calculation device 1, the stress of the foundation beam is examined in consideration of the load applied to the foundation beam by the ground.
In still another application example of the average ground height calculation device 1 of the first embodiment, the average ground height δ obtained by the average ground height calculation device 1 of the first embodiment and the average ground of the first embodiment By using the numerical value used in the height calculation device 1, the ground surface is drawn on the elevation view in consideration of the load applied by the ground to the foundation beam.
In still another application example of the average ground height calculation device 1 of the first embodiment, the average ground height δ obtained by the average ground height calculation device 1 of the first embodiment and the average ground of the first embodiment By using the numerical value used in the height calculation device 1, the ground height is indicated on the layout map.
In still another application example of the average ground height calculation device 1 of the first embodiment, the average ground height δ obtained by the average ground height calculation device 1 of the first embodiment is the ground height considered in the thermal calculation. It is used for height.

第1実施形態の平均地盤高さ算出装置1が適用される建物BGは、例えば、所定の平面モジュールを有し、各部位の層構成や寸法が標準化されている工業化住宅等の規格化・標準化された建物である。
第1実施形態の平均地盤高さ算出装置1が工業化住宅等の規格化・標準化された建物に適用される場合には、第1実施形態の平均地盤高さ算出装置1が工業化住宅等の規格化・標準化された建物以外の建物に適用される場合よりも、平均地盤高さ算出装置1によって算出された数値、平均地盤高さ算出装置1において用いられる数値などの入力位置の指定が容易になる。
また、第1実施形態の平均地盤高さ算出装置1が工業化住宅等の規格化・標準化された建物に適用される場合、標準値のままのポイントについては、平均地盤高さ算出装置1によって算出された数値、平均地盤高さ算出装置1において用いられる数値などの入力を省略することもでき、入力の手間を省くことができる。
また、第1実施形態の平均地盤高さ算出装置1が工業化住宅等の規格化・標準化された建物に適用される場合には、ふかし寸法が所定値に定められているため、計算の手間を省くことができる。
他の例では、平均地盤高さ算出装置1などに入力された「高さ」に基づいて、(ふかし寸法や平均地盤高さとは無関係な)各種構造計算や構造安全性の検討を行い、その検討の過程(計算式)や結果を出力させるようにしてもよい。
例えば、基礎及び基礎フーチング上の土を含む建物重量及び重心位置の計算過程(計算式)や結果を出力させるようにしてもよい。また、基礎に作用する左右の土圧の違いに対する基礎の安全性の検討過程(計算式)や結果を出力させるようにしてもよい。あるいは、地反力に対する基礎のフーチングの安全性の検討過程(計算式)や結果を出力させるようにしてもよい。
The building BG to which the average ground height calculation device 1 of the first embodiment is applied is, for example, standardized / standardized for an industrialized house or the like having a predetermined plane module and standardizing the layer structure and dimensions of each part. It is a building that was built.
When the average ground height calculation device 1 of the first embodiment is applied to a standardized / standardized building such as an industrialized house, the average ground height calculation device 1 of the first embodiment is a standard of an industrialized house or the like. It is easier to specify input positions such as numerical values calculated by the average ground height calculation device 1 and numerical values used in the average ground height calculation device 1 than when applied to buildings other than standardized and standardized buildings. Become.
Further, when the average ground height calculation device 1 of the first embodiment is applied to a standardized / standardized building such as an industrialized house, the points of the standard values are calculated by the average ground height calculation device 1. It is also possible to omit the input of the numerical value and the numerical value used in the average ground height calculation device 1, and it is possible to save the trouble of inputting.
Further, when the average ground height calculation device 1 of the first embodiment is applied to a standardized / standardized building such as an industrialized house, the puff size is set to a predetermined value, so that it takes time and effort to calculate. Can be omitted.
In another example, based on the "height" input to the average ground height calculation device 1 and the like, various structural calculations (irrelevant to the puff size and average ground height) and structural safety are examined, and the results are examined. The examination process (calculation formula) and the result may be output.
For example, the calculation process (calculation formula) and the result of the building weight including the soil on the foundation and the foundation footing and the position of the center of gravity may be output. In addition, the process (calculation formula) and the result of examining the safety of the foundation with respect to the difference in earth pressure between the left and right acting on the foundation may be output. Alternatively, the process (calculation formula) and the result of examining the safety of the basic footings against the ground reaction force may be output.

以上、本発明を実施するための形態について実施形態を用いて説明したが、本発明はこうした実施形態に何等限定されるものではなく、本発明の要旨を逸脱しない範囲内において種々の変形及び置換を加えることができる。上述した各実施形態および各例に記載の構成を適宜組み合わせてもよい。 Although the embodiments for carrying out the present invention have been described above using the embodiments, the present invention is not limited to these embodiments, and various modifications and substitutions are made without departing from the gist of the present invention. Can be added. The configurations described in each of the above-described embodiments and examples may be appropriately combined.

なお、上述した実施形態における平均地盤高さ算出装置1が備える各部の機能全体あるいはその一部は、これらの機能を実現するためのプログラムをコンピュータ読み取り可能な記録媒体に記録して、この記録媒体に記録されたプログラムをコンピュータシステムに読み込ませ、実行することによって実現しても良い。なお、ここでいう「コンピュータシステム」とは、OSや周辺機器等のハードウェアを含むものとする。
また、「コンピュータ読み取り可能な記録媒体」とは、フレキシブルディスク、光磁気ディスク、ROM、CD−ROM等の可搬媒体、コンピュータシステムに内蔵されるハードディスク等の記憶部のことをいう。さらに「コンピュータ読み取り可能な記録媒体」とは、インターネット等のネットワークや電話回線等の通信回線を介してプログラムを送信する場合の通信線のように、短時間の間、動的にプログラムを保持するもの、その場合のサーバやクライアントとなるコンピュータシステム内部の揮発性メモリのように、一定時間プログラムを保持しているものも含んでも良い。また上記プログラムは、前述した機能の一部を実現するためのものであっても良く、さらに前述した機能をコンピュータシステムにすでに記録されているプログラムとの組み合わせで実現できるものであっても良い。
It should be noted that, in whole or a part of the functions of each part included in the average ground height calculation device 1 in the above-described embodiment, a program for realizing these functions is recorded on a computer-readable recording medium, and the recording medium is used. It may be realized by loading the program recorded in the computer system into a computer system and executing the program. The term "computer system" as used herein includes hardware such as an OS and peripheral devices.
Further, the "computer-readable recording medium" refers to a portable medium such as a flexible disk, a magneto-optical disk, a ROM, or a CD-ROM, or a storage unit such as a hard disk built in a computer system. Further, a "computer-readable recording medium" is a communication line for transmitting a program via a network such as the Internet or a communication line such as a telephone line, and dynamically holds the program for a short period of time. It may also include a program that holds a program for a certain period of time, such as a volatile memory inside a computer system that serves as a server or a client in that case. Further, the above-mentioned program may be a program for realizing a part of the above-mentioned functions, and may be a program for realizing the above-mentioned functions in combination with a program already recorded in the computer system.

1…平均地盤高さ算出装置、1A…第1取得部、1B…第2取得部、1C…第3取得部、1D…第4取得部、1E…第5取得部、1F…第1算出部、1G…第2算出部、1H…第3算出部、1J…第4算出部、1K…第5算出部、1L…第6算出部、1M…第7算出部、10…建物高さ算出システム、11…建物高さ算出部、20…北側斜線制限検討システム、21…北側斜線制限検討部、30…速度圧算出システム、31…速度圧算出部、BG…建物 1 ... Average ground height calculation device, 1A ... 1st acquisition unit, 1B ... 2nd acquisition unit, 1C ... 3rd acquisition unit, 1D ... 4th acquisition unit, 1E ... 5th acquisition unit, 1F ... 1st calculation unit , 1G ... 2nd calculation unit, 1H ... 3rd calculation unit, 1J ... 4th calculation unit, 1K ... 5th calculation unit, 1L ... 6th calculation unit, 1M ... 7th calculation unit, 10 ... Building height calculation system , 11 ... Building height calculation unit, 20 ... North diagonal line restriction examination system, 21 ... North diagonal line restriction examination unit, 30 ... Speed pressure calculation system, 31 ... Speed pressure calculation unit, BG ... Building

Claims (11)

建物が周囲の地面と接する位置の平均の高さにおける水平面である平均地盤面の高さを算出する平均地盤高さ算出装置であって、
前記建物が周囲の地面と接する位置は、複数の区画によって構成され、
各区画の長さを取得する第1取得部と、
各区画の一方の端部である第1端部の高さを取得する第2取得部と、
各区画の他方の端部である第2端部の高さを取得する第3取得部と、
各区画の前記第1端部のふかしタイプを取得する第4取得部と、
各区画の前記第2端部のふかしタイプを取得する第5取得部と、
前記第4取得部によって取得された各区画の前記第1端部のふかしタイプに基づいて、各区画の前記第1端部のふかし寸法である第1端部ふかし寸法を算出する第1算出部と、
前記第5取得部によって取得された各区画の前記第2端部のふかしタイプに基づいて、各区画の前記第2端部のふかし寸法である第2端部ふかし寸法を算出する第2算出部と、
前記第1取得部によって取得された各区画の長さと、前記第1算出部によって算出された各区画の前記第1端部ふかし寸法と、前記第2算出部によって算出された各区画の前記第2端部ふかし寸法とに基づいて、各区画のふかし寸法考慮後長さを算出する第3算出部と、
前記第2取得部によって取得された各区画の前記第1端部の高さと、前記第3取得部によって取得された各区画の前記第2端部の高さと、前記第3算出部によって算出された各区画の前記ふかし寸法考慮後長さとに基づいて、各区画のふかし寸法考慮後面積を算出する第4算出部と、
前記第3算出部によって算出された各区画の前記ふかし寸法考慮後長さに基づいて、全区画のふかし寸法考慮後長さを算出する第5算出部と、
前記第4算出部によって算出された各区画の前記ふかし寸法考慮後面積に基づいて、全区画のふかし寸法考慮後面積を算出する第6算出部と、
前記第5算出部によって算出された前記全区画のふかし寸法考慮後長さと、前記第6算出部によって算出された前記全区画のふかし寸法考慮後面積とに基づいて、平均地盤高さを算出する第7算出部とを備える、
平均地盤高さ算出装置。
It is an average ground height calculation device that calculates the height of the average ground surface, which is the horizontal plane at the average height of the position where the building touches the surrounding ground.
The position where the building touches the surrounding ground is composed of a plurality of sections.
The first acquisition unit that acquires the length of each section,
A second acquisition unit that acquires the height of the first end portion, which is one end of each section,
A third acquisition unit that acquires the height of the second end, which is the other end of each compartment,
A fourth acquisition unit that acquires the puff type of the first end of each section,
A fifth acquisition unit that acquires the puff type of the second end of each section, and
A first calculation unit that calculates a first end puffing dimension, which is a puffing dimension of the first end of each section, based on the puffing type of the first end of each section acquired by the fourth acquisition section. When,
A second calculation unit that calculates a second end puffing dimension, which is a puffing dimension of the second end of each section, based on the puffing type of the second end of each section acquired by the fifth acquisition section. When,
The length of each section acquired by the first acquisition unit, the first end puff size of each section calculated by the first calculation unit, and the first of each section calculated by the second calculation unit. A third calculation unit that calculates the length after considering the puff size of each section based on the puff size at the two ends, and
Calculated by the height of the first end portion of each section acquired by the second acquisition unit, the height of the second end portion of each section acquired by the third acquisition unit, and the third calculation unit. A fourth calculation unit that calculates the area after considering the puff size of each section based on the length after considering the puff size of each section.
A fifth calculation unit that calculates the length after considering the puff size of all sections based on the length after considering the puff size of each section calculated by the third calculation unit.
A sixth calculation unit that calculates the area after considering the puff size of all sections based on the area after considering the puff size of each section calculated by the fourth calculation unit.
The average ground height is calculated based on the length after considering the puff size of all the sections calculated by the fifth calculation unit and the area after considering the puff size of all the sections calculated by the sixth calculation unit. Equipped with a 7th calculation unit
Average ground height calculation device.
前記第1算出部は、
前記第1端部が平部である場合に、前記第1端部ふかし寸法としてゼロを算出し、
前記第1端部が出隅である場合に、前記第1端部ふかし寸法として正の値を算出し、
前記第1端部が入隅である場合に、前記第1端部ふかし寸法として負の値を算出し、
前記第2算出部は、
前記第2端部が平部である場合に、前記第2端部ふかし寸法としてゼロを算出し、
前記第2端部が出隅である場合に、前記第2端部ふかし寸法として正の値を算出し、
前記第2端部が入隅である場合に、前記第2端部ふかし寸法として負の値を算出する、
請求項1に記載の平均地盤高さ算出装置。
The first calculation unit
When the first end portion is a flat portion, zero is calculated as the first end portion puffing dimension.
When the first end portion is a protruding corner, a positive value is calculated as the first end portion puffing dimension.
When the first end portion is an inside corner, a negative value is calculated as the first end portion puffing dimension.
The second calculation unit
When the second end portion is a flat portion, zero is calculated as the second end portion puffing dimension.
When the second end portion is a protruding corner, a positive value is calculated as the second end portion puffing dimension.
When the second end portion is an inside corner, a negative value is calculated as the second end portion puffing dimension.
The average ground height calculation device according to claim 1.
前記第3算出部は、
各区画のふかし寸法考慮後長さとして、
前記第1取得部によって取得された各区画の長さと、前記第1算出部によって算出された各区画の前記第1端部ふかし寸法と、前記第2算出部によって算出された各区画の前記第2端部ふかし寸法との和を算出する、
請求項2に記載の平均地盤高さ算出装置。
The third calculation unit
As the length after considering the puff size of each section,
The length of each section acquired by the first acquisition unit, the first end puff size of each section calculated by the first calculation unit, and the first of each section calculated by the second calculation unit. Calculate the sum with the two-end puff size,
The average ground height calculation device according to claim 2.
前記第4算出部は、
各区画のふかし寸法考慮後面積として、
前記第2取得部によって取得された各区画の前記第1端部の高さと前記第3取得部によって取得された各区画の前記第2端部の高さとの和と、前記第3算出部によって算出された各区画の前記ふかし寸法考慮後長さとの積を2で除した値を算出する、
請求項3に記載の平均地盤高さ算出装置。
The fourth calculation unit is
As the area after considering the puff size of each section,
The sum of the height of the first end of each section acquired by the second acquisition unit and the height of the second end of each section acquired by the third acquisition unit, and the third calculation unit. Calculate the value obtained by dividing the product of the calculated length after considering the puff size of each section by 2.
The average ground height calculation device according to claim 3.
前記第7算出部は、
前記平均地盤高さとして、
前記第6算出部によって算出された前記全区画のふかし寸法考慮後面積を、前記第5算出部によって算出された前記全区画のふかし寸法考慮後長さで除した値を算出する、
請求項4に記載の平均地盤高さ算出装置。
The seventh calculation unit
As the average ground height,
A value is calculated by dividing the area after considering the puff size of all the sections calculated by the sixth calculation unit by the length after considering the puff size of all the sections calculated by the fifth calculation unit.
The average ground height calculation device according to claim 4.
請求項1から請求項5のいずれか一項に記載の平均地盤高さ算出装置の利用方法であって、
前記第7算出部によって算出された前記平均地盤高さと、
敷地における設計GLから基礎天端までの高さである基礎天端高さと、
前記基礎天端よりも上の前記建物の高さである構造高さとに基づいて、
前記建物の構造計算に用いられる建物高さを算出する、
平均地盤高さ算出装置の利用方法。
The method of using the average ground height calculation device according to any one of claims 1 to 5.
The average ground height calculated by the 7th calculation unit and
The height of the top of the foundation, which is the height from the design GL on the site to the top of the foundation,
Based on the structural height, which is the height of the building above the top of the foundation
Calculate the building height used for the structural calculation of the building,
How to use the average ground height calculation device.
前記建物の構造計算に用いられる建物高さが、
前記平均地盤高さと前記基礎天端高さと前記構造高さとの和である、
請求項6に記載の平均地盤高さ算出装置の利用方法。
The building height used for the structural calculation of the building is
It is the sum of the average ground height, the foundation top height, and the structural height.
A method of using the average ground height calculation device according to claim 6.
前記建物の構造計算に用いられる建物高さと、
前記建物の真北方向の軒先と境界線との距離と、
前記建物の最高高とに基づいて、北側斜線制限の検討を実行する、
請求項6または請求項7に記載の平均地盤高さ算出装置の利用方法。
The building height used for the structural calculation of the building and
The distance between the eaves in the true north direction of the building and the boundary line,
Perform a review of north diagonal line restrictions based on the maximum height of the building,
The method of using the average ground height calculation device according to claim 6 or 7.
前記建物の構造計算に用いられる建物高さと、
前記建物の軒の高さと、
基準風速とに基づいて、速度圧を算出する、
請求項6または請求項7に記載の平均地盤高さ算出装置の利用方法。
The building height used for the structural calculation of the building and
The height of the eaves of the building and
Calculate the velocity pressure based on the reference wind speed,
The method of using the average ground height calculation device according to claim 6 or 7.
建物が周囲の地面と接する位置の平均の高さにおける水平面である平均地盤面の高さを算出する平均地盤高さ算出方法であって、
前記建物が周囲の地面と接する位置は、複数の区画によって構成され、
各区画の長さを取得する第1取得ステップと、
各区画の一方の端部である第1端部の高さを取得する第2取得ステップと、
各区画の他方の端部である第2端部の高さを取得する第3取得ステップと、
各区画の前記第1端部のふかしタイプを取得する第4取得ステップと、
各区画の前記第2端部のふかしタイプを取得する第5取得ステップと、
前記第4取得ステップにおいて取得された各区画の前記第1端部のふかしタイプに基づいて、各区画の前記第1端部のふかし寸法である第1端部ふかし寸法を算出する第1算出ステップと、
前記第5取得ステップにおいて取得された各区画の前記第2端部のふかしタイプに基づいて、各区画の前記第2端部のふかし寸法である第2端部ふかし寸法を算出する第2算出ステップと、
前記第1取得ステップにおいて取得された各区画の長さと、前記第1算出ステップにおいて算出された各区画の前記第1端部ふかし寸法と、前記第2算出ステップにおいて算出された各区画の前記第2端部ふかし寸法とに基づいて、各区画のふかし寸法考慮後長さを算出する第3算出ステップと、
前記第2取得ステップにおいて取得された各区画の前記第1端部の高さと、前記第3取得ステップにおいて取得された各区画の前記第2端部の高さと、前記第3算出ステップにおいて算出された各区画の前記ふかし寸法考慮後長さとに基づいて、各区画のふかし寸法考慮後面積を算出する第4算出ステップと、
前記第3算出ステップにおいて算出された各区画の前記ふかし寸法考慮後長さに基づいて、全区画のふかし寸法考慮後長さを算出する第5算出ステップと、
前記第4算出ステップにおいて算出された各区画の前記ふかし寸法考慮後面積に基づいて、全区画のふかし寸法考慮後面積を算出する第6算出ステップと、
前記第5算出ステップにおいて算出された前記全区画のふかし寸法考慮後長さと、前記第6算出ステップにおいて算出された前記全区画のふかし寸法考慮後面積とに基づいて、平均地盤高さを算出する第7算出ステップとを備える、
平均地盤高さ算出方法。
It is an average ground height calculation method that calculates the height of the average ground surface, which is the horizontal plane at the average height of the position where the building touches the surrounding ground.
The position where the building touches the surrounding ground is composed of a plurality of sections.
The first acquisition step to acquire the length of each partition,
A second acquisition step of acquiring the height of the first end, which is one end of each compartment,
A third acquisition step of acquiring the height of the second end, which is the other end of each compartment,
A fourth acquisition step to acquire the puff type of the first end of each section, and
A fifth acquisition step to acquire the puff type of the second end of each section, and
A first calculation step of calculating a first end puffing dimension, which is a puffing dimension of the first end of each section, based on the puffing type of the first end of each section acquired in the fourth acquisition step. When,
A second calculation step of calculating a second end puffing dimension, which is a puffing dimension of the second end of each section, based on the puffing type of the second end of each section acquired in the fifth acquisition step. When,
The length of each section acquired in the first acquisition step, the first end puffing dimension of each section calculated in the first calculation step, and the first of each section calculated in the second calculation step. The third calculation step of calculating the length after considering the puffing dimension of each section based on the puffing dimension of the two ends, and
The height of the first end of each section acquired in the second acquisition step, the height of the second end of each section acquired in the third acquisition step, and the height of the second end of each section acquired in the third acquisition step are calculated in the third calculation step. The fourth calculation step of calculating the area after considering the puff size of each section based on the length after considering the puff size of each section, and
Based on the length after considering the puff size of each section calculated in the third calculation step, the fifth calculation step of calculating the length after considering the puff size of all sections,
The sixth calculation step of calculating the area after considering the puff size of all the sections based on the area after considering the puff size of each section calculated in the fourth calculation step.
The average ground height is calculated based on the length after considering the puff size of all the sections calculated in the fifth calculation step and the area after considering the puff size of all the sections calculated in the sixth calculation step. With a seventh calculation step,
Average ground height calculation method.
コンピュータに、建物が周囲の地面と接する位置の平均の高さにおける水平面である平均地盤面の高さを算出させるプログラムであって、
前記建物が周囲の地面と接する位置は、複数の区画によって構成され、
前記コンピュータに、
各区画の長さを取得する第1取得ステップと、
各区画の一方の端部である第1端部の高さを取得する第2取得ステップと、
各区画の他方の端部である第2端部の高さを取得する第3取得ステップと、
各区画の前記第1端部のふかしタイプを取得する第4取得ステップと、
各区画の前記第2端部のふかしタイプを取得する第5取得ステップと、
前記第4取得ステップにおいて取得された各区画の前記第1端部のふかしタイプに基づいて、各区画の前記第1端部のふかし寸法である第1端部ふかし寸法を算出する第1算出ステップと、
前記第5取得ステップにおいて取得された各区画の前記第2端部のふかしタイプに基づいて、各区画の前記第2端部のふかし寸法である第2端部ふかし寸法を算出する第2算出ステップと、
前記第1取得ステップにおいて取得された各区画の長さと、前記第1算出ステップにおいて算出された各区画の前記第1端部ふかし寸法と、前記第2算出ステップにおいて算出された各区画の前記第2端部ふかし寸法とに基づいて、各区画のふかし寸法考慮後長さを算出する第3算出ステップと、
前記第2取得ステップにおいて取得された各区画の前記第1端部の高さと、前記第3取得ステップにおいて取得された各区画の前記第2端部の高さと、前記第3算出ステップにおいて算出された各区画の前記ふかし寸法考慮後長さとに基づいて、各区画のふかし寸法考慮後面積を算出する第4算出ステップと、
前記第3算出ステップにおいて算出された各区画の前記ふかし寸法考慮後長さに基づいて、全区画のふかし寸法考慮後長さを算出する第5算出ステップと、
前記第4算出ステップにおいて算出された各区画の前記ふかし寸法考慮後面積に基づいて、全区画のふかし寸法考慮後面積を算出する第6算出ステップと、
前記第5算出ステップにおいて算出された前記全区画のふかし寸法考慮後長さと、前記第6算出ステップにおいて算出された前記全区画のふかし寸法考慮後面積とに基づいて、平均地盤高さを算出する第7算出ステップと
を実行させるためのプログラム。
A program that causes a computer to calculate the height of the average ground surface, which is the horizontal plane, at the average height of the position where the building touches the surrounding ground.
The position where the building touches the surrounding ground is composed of a plurality of sections.
On the computer
The first acquisition step to acquire the length of each partition,
A second acquisition step of acquiring the height of the first end, which is one end of each compartment,
A third acquisition step of acquiring the height of the second end, which is the other end of each compartment,
A fourth acquisition step to acquire the puff type of the first end of each section, and
A fifth acquisition step to acquire the puff type of the second end of each section, and
A first calculation step of calculating a first end puffing dimension, which is a puffing dimension of the first end of each section, based on the puffing type of the first end of each section acquired in the fourth acquisition step. When,
A second calculation step of calculating a second end puffing dimension, which is a puffing dimension of the second end of each section, based on the puffing type of the second end of each section acquired in the fifth acquisition step. When,
The length of each section acquired in the first acquisition step, the first end puffing dimension of each section calculated in the first calculation step, and the first of each section calculated in the second calculation step. The third calculation step of calculating the length after considering the puffing dimension of each section based on the puffing dimension of the two ends, and
The height of the first end of each section acquired in the second acquisition step, the height of the second end of each section acquired in the third acquisition step, and the height of the second end of each section acquired in the third acquisition step are calculated in the third calculation step. The fourth calculation step of calculating the area after considering the puff size of each section based on the length after considering the puff size of each section, and
Based on the length after considering the puff size of each section calculated in the third calculation step, the fifth calculation step of calculating the length after considering the puff size of all sections,
The sixth calculation step of calculating the area after considering the puff size of all the sections based on the area after considering the puff size of each section calculated in the fourth calculation step.
The average ground height is calculated based on the length after considering the puff size of all the sections calculated in the fifth calculation step and the area after considering the puff size of all the sections calculated in the sixth calculation step. A program for executing the 7th calculation step.
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Citations (4)

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JPH1054715A (en) * 1996-08-12 1998-02-24 Mitsui Constr Co Ltd Average ground height determining method
JP2002371670A (en) * 2001-06-18 2002-12-26 Data Planet Kk Support system for execution of roofing work
JP2017111699A (en) * 2015-12-18 2017-06-22 キヤノンマーケティングジャパン株式会社 Information processing apparatus, control method of the same, and program
JP2019016066A (en) * 2017-07-04 2019-01-31 Necソリューションイノベータ株式会社 Feature shape extraction device, feature shape extraction method and program

Patent Citations (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH1054715A (en) * 1996-08-12 1998-02-24 Mitsui Constr Co Ltd Average ground height determining method
JP2002371670A (en) * 2001-06-18 2002-12-26 Data Planet Kk Support system for execution of roofing work
JP2017111699A (en) * 2015-12-18 2017-06-22 キヤノンマーケティングジャパン株式会社 Information processing apparatus, control method of the same, and program
JP2019016066A (en) * 2017-07-04 2019-01-31 Necソリューションイノベータ株式会社 Feature shape extraction device, feature shape extraction method and program

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