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A platform for research: civil engineering, architecture and urbanism
COLUMN BASE ANCHOR STRUCTURE, TRESTLE, AND DESIGN METHOD FOR COLUMN BASE ANCHOR STRUCTURE
To make it possible to determine whether or not a form plate constituting a column base anchor structure has been selected at the time of designing, in a manufacturing site.SOLUTION: A column base anchor structure 1 includes one form plate selected from a plurality of form plates whose specification is determined by a standard, and a trestle supporting the one form plate. The trestle 2 has a pair of supporting parts 221 for supporting a lower form plate 31, and the lower form plate 31 has a pair of supported parts 312 supported by the pair of supporting parts 221. The standard determines the specification of the lower form plate 31 so that an interval b on the inside end between the pair of supported parts 312 becomes gradually large, and includes a specification that the interval b between the supported parts 312 is a first interval, a specification that the interval is a second interval larger than the first interval by one step, and a specification that the interval is a third interval larger than the second interval by one step. The interval d between the inside ends of the pair of supporting parts 221 is equal to or larger than the first interval, and an interval c between the outside ends of the pair of supporting parts 221 is equal to or larger than the second interval and equal to or less than the third interval.SELECTED DRAWING: Figure 1
【課題】柱脚アンカー構造体を構成する形板が設計時に選択されたものであるか否かを製造現場において判断することを可能にすること。【解決手段】柱脚アンカー構造体１が、規格によって仕様が定められた複数の形板から選択された一の形板と、一の形板を支持する架台と、を備え、架台２は、下形板３１を支持する一対の支持部２２１を有し、下形板３１は、一対の支持部２２１で支持される一対の被支持部３１２を有し、規格は、一対の被支持部３１２の内側端の間隔ｂが段階的に大きくなるように下形板３１の仕様を定めるものであり、被支持部３１２間隔ｂが第１の間隔である仕様、間隔が第１の間隔よりも１段階大きい第２の間隔である仕様、間隔が第２の間隔よりも１段階大きい第３の間隔である仕様を含み、一対の支持部２２１の内側端の間隔ｄは、第１の間隔以上であり、一対の支持部２２１の外側端の間隔ｃは、第２の間隔以上、かつ第３の間隔以下である。【選択図】図１
COLUMN BASE ANCHOR STRUCTURE, TRESTLE, AND DESIGN METHOD FOR COLUMN BASE ANCHOR STRUCTURE
To make it possible to determine whether or not a form plate constituting a column base anchor structure has been selected at the time of designing, in a manufacturing site.SOLUTION: A column base anchor structure 1 includes one form plate selected from a plurality of form plates whose specification is determined by a standard, and a trestle supporting the one form plate. The trestle 2 has a pair of supporting parts 221 for supporting a lower form plate 31, and the lower form plate 31 has a pair of supported parts 312 supported by the pair of supporting parts 221. The standard determines the specification of the lower form plate 31 so that an interval b on the inside end between the pair of supported parts 312 becomes gradually large, and includes a specification that the interval b between the supported parts 312 is a first interval, a specification that the interval is a second interval larger than the first interval by one step, and a specification that the interval is a third interval larger than the second interval by one step. The interval d between the inside ends of the pair of supporting parts 221 is equal to or larger than the first interval, and an interval c between the outside ends of the pair of supporting parts 221 is equal to or larger than the second interval and equal to or less than the third interval.SELECTED DRAWING: Figure 1
【課題】柱脚アンカー構造体を構成する形板が設計時に選択されたものであるか否かを製造現場において判断することを可能にすること。【解決手段】柱脚アンカー構造体１が、規格によって仕様が定められた複数の形板から選択された一の形板と、一の形板を支持する架台と、を備え、架台２は、下形板３１を支持する一対の支持部２２１を有し、下形板３１は、一対の支持部２２１で支持される一対の被支持部３１２を有し、規格は、一対の被支持部３１２の内側端の間隔ｂが段階的に大きくなるように下形板３１の仕様を定めるものであり、被支持部３１２間隔ｂが第１の間隔である仕様、間隔が第１の間隔よりも１段階大きい第２の間隔である仕様、間隔が第２の間隔よりも１段階大きい第３の間隔である仕様を含み、一対の支持部２２１の内側端の間隔ｄは、第１の間隔以上であり、一対の支持部２２１の外側端の間隔ｃは、第２の間隔以上、かつ第３の間隔以下である。【選択図】図１
COLUMN BASE ANCHOR STRUCTURE, TRESTLE, AND DESIGN METHOD FOR COLUMN BASE ANCHOR STRUCTURE
柱脚アンカー構造体、架台、および柱脚アンカー構造体の設計方法
ITO MICHIO (author) / OTSUKA HITOSHI (author) / AKAIKE HIROYA (author)
2021-12-27
Patent
Electronic Resource
Japanese
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