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CONSTRUCTION PLANNING SUPPORT SYSTEM AND CONSTRUCTION PLANNING SUPPORT METHOD
To provide a construction planning support system that can easily perform an automatic layout of an elevation for a temporary scaffold, while considering an impact of winds.SOLUTION: A construction planning support system 1 for supporting disposition planning for a temporary scaffold comprises: an on-site condition input section 51 for accepting input of various conditions for an on-site to be disposed with a temporary scaffold; an attachment interval setting section 52 for setting an attachment interval for wall ties, while considering a protruding height which is a length from the wall tie at the highest point to the upper end of the temporary scaffold; and an automatic disposition section 53 for automatically laying out an elevation from the entire height of the temporary scaffold including the protruding height. Furthermore, in the automatic disposition section, at least a plurality of basic building frames in a fundamental height is combined with a jack base so as to perform the layout of the entire height.SELECTED DRAWING: Figure 1
【課題】風の影響も考慮したうえで、立面の仮設足場の自動割付けが容易に行えるようになる施工計画支援システムを提供する。【解決手段】仮設足場の配置計画を支援する施工計画支援システム1である。そして、仮設足場を配置する現場の諸条件を入力する現場条件入力部51と、最上部の壁つなぎから仮設足場の上端までの長さである突出高さを考慮したうえで壁つなぎの取付間隔を設定する取付間隔設定部52と、突出高さが含まれる仮設足場の全体高さから立面の自動割付けを行う自動配置部53とを備えている。さらに、自動配置部では、少なくとも複数の基本高さの基本建枠とジャッキベースとを組み合わせることで、全体高さの割り付けが行われる。【選択図】図1
CONSTRUCTION PLANNING SUPPORT SYSTEM AND CONSTRUCTION PLANNING SUPPORT METHOD
To provide a construction planning support system that can easily perform an automatic layout of an elevation for a temporary scaffold, while considering an impact of winds.SOLUTION: A construction planning support system 1 for supporting disposition planning for a temporary scaffold comprises: an on-site condition input section 51 for accepting input of various conditions for an on-site to be disposed with a temporary scaffold; an attachment interval setting section 52 for setting an attachment interval for wall ties, while considering a protruding height which is a length from the wall tie at the highest point to the upper end of the temporary scaffold; and an automatic disposition section 53 for automatically laying out an elevation from the entire height of the temporary scaffold including the protruding height. Furthermore, in the automatic disposition section, at least a plurality of basic building frames in a fundamental height is combined with a jack base so as to perform the layout of the entire height.SELECTED DRAWING: Figure 1
【課題】風の影響も考慮したうえで、立面の仮設足場の自動割付けが容易に行えるようになる施工計画支援システムを提供する。【解決手段】仮設足場の配置計画を支援する施工計画支援システム1である。そして、仮設足場を配置する現場の諸条件を入力する現場条件入力部51と、最上部の壁つなぎから仮設足場の上端までの長さである突出高さを考慮したうえで壁つなぎの取付間隔を設定する取付間隔設定部52と、突出高さが含まれる仮設足場の全体高さから立面の自動割付けを行う自動配置部53とを備えている。さらに、自動配置部では、少なくとも複数の基本高さの基本建枠とジャッキベースとを組み合わせることで、全体高さの割り付けが行われる。【選択図】図1
CONSTRUCTION PLANNING SUPPORT SYSTEM AND CONSTRUCTION PLANNING SUPPORT METHOD
施工計画支援システム及び施工計画支援方法
SAMPEI AKIRA (author) / HAYASHI KOICHI (author)
2020-12-10
Patent
Electronic Resource
Japanese
IPC:
G06F
ELECTRIC DIGITAL DATA PROCESSING
,
Elektrische digitale Datenverarbeitung
/
E04G
SCAFFOLDING
,
Baugerüste
/
G06Q
Datenverarbeitungssysteme oder -verfahren, besonders angepasst an verwaltungstechnische, geschäftliche, finanzielle oder betriebswirtschaftliche Zwecke, sowie an geschäftsbezogene Überwachungs- oder Voraussagezwecke
,
DATA PROCESSING SYSTEMS OR METHODS, SPECIALLY ADAPTED FOR ADMINISTRATIVE, COMMERCIAL, FINANCIAL, MANAGERIAL, SUPERVISORY OR FORECASTING PURPOSES
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