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COLUMN BASE ANCHOR STRUCTURE, FRAME, AND DESIGN METHOD FOR COLUMN BASE ANCHOR STRUCTURE
To provide a column base anchor structure that enables judgment at sites on whether or not a form plate comprising the column base anchor structure was selected at the time of design.SOLUTION: A column base anchor structure 1 includes a form plate selected from among a plurality of form plates whose specifications are specified by a standard, and a frame for supporting the form plate, while a frame 2 includes a pair of supporting parts 221 having a protrusion 222 formed on a top surface thereof, and a lower form plate 31 includes a pair of supported parts 312. The standard specifies the interval at inner ends of the pair of supported parts 312 of the lower form plate 31 to increase in steps, and includes a specification that specifies the interval between the supported parts 312 to be a first interval, a specification that specifies the interval to be a second interval larger than the first interval by a step, and a specification that specifies the interval to be a third interval larger than the second interval by a step. Here, an interval at outer ends of the protrusions 222 formed on the pair of support parts 221 is larger than or equal to the first interval and smaller than or equal to the second interval, while an interval at outer ends of the pair of supporting parts 221 is larger than or equal to the second interval and smaller than or equal to 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できる柱脚アンカー構造体を提供する。【解決手段】柱脚アンカー構造体１は、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は上面に凸部２２２が設けられた一対の支持部２２１を有し、下形板３１は一対の被支持部３１２を有し、規格は一対の被支持部３１２の内側端の間隔が段階的に大きくなるように下形板３１の仕様が定められ、被支持部３１２間隔が第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に設けられた凸部２２２の外側端の間隔は、第１の間隔以上、かつ第２の間隔以下であり、一対の支持部２２１の外側端の間隔は、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, FRAME, AND DESIGN METHOD FOR COLUMN BASE ANCHOR STRUCTURE
To provide a column base anchor structure that enables judgment at sites on whether or not a form plate comprising the column base anchor structure was selected at the time of design.SOLUTION: A column base anchor structure 1 includes a form plate selected from among a plurality of form plates whose specifications are specified by a standard, and a frame for supporting the form plate, while a frame 2 includes a pair of supporting parts 221 having a protrusion 222 formed on a top surface thereof, and a lower form plate 31 includes a pair of supported parts 312. The standard specifies the interval at inner ends of the pair of supported parts 312 of the lower form plate 31 to increase in steps, and includes a specification that specifies the interval between the supported parts 312 to be a first interval, a specification that specifies the interval to be a second interval larger than the first interval by a step, and a specification that specifies the interval to be a third interval larger than the second interval by a step. Here, an interval at outer ends of the protrusions 222 formed on the pair of support parts 221 is larger than or equal to the first interval and smaller than or equal to the second interval, while an interval at outer ends of the pair of supporting parts 221 is larger than or equal to the second interval and smaller than or equal to 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できる柱脚アンカー構造体を提供する。【解決手段】柱脚アンカー構造体１は、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は上面に凸部２２２が設けられた一対の支持部２２１を有し、下形板３１は一対の被支持部３１２を有し、規格は一対の被支持部３１２の内側端の間隔が段階的に大きくなるように下形板３１の仕様が定められ、被支持部３１２間隔が第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に設けられた凸部２２２の外側端の間隔は、第１の間隔以上、かつ第２の間隔以下であり、一対の支持部２２１の外側端の間隔は、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, FRAME, 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)
2022-04-22
Patent
Electronic Resource
Japanese
IPC:
E04B
Allgemeine Baukonstruktionen
,
GENERAL BUILDING CONSTRUCTIONS
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