JP2012017598A - Connection structure of building unit and construction method of connection structure - Google Patents

Connection structure of building unit and construction method of connection structure Download PDF

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JP2012017598A
JP2012017598A JP2010155334A JP2010155334A JP2012017598A JP 2012017598 A JP2012017598 A JP 2012017598A JP 2010155334 A JP2010155334 A JP 2010155334A JP 2010155334 A JP2010155334 A JP 2010155334A JP 2012017598 A JP2012017598 A JP 2012017598A
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washer
diaphragm
building unit
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bolt
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JP5138739B2 (en
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Takeo Akiyama
毅夫 秋山
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Total Service Co Inc
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Abstract

PROBLEM TO BE SOLVED: To provide a construction structure of a building unit and a construction method of the construction structure, in which finishing work for making bolts 61 and nuts 80 for connecting building units 10 invisible can be omitted without the risk of strength deterioration of column materials 20.SOLUTION: A bolt 61 is put through each of washer through holes 21b, 22b, 23b, and 24b cross-sectionally formed in respective diaphragms 21, 22, 23, and 24, and washers 71, and 72 mounted on the bolt 61 are fastened to an upper diaphragm 23 of a column material 20 of a first floor building unit 10 and a lower diaphragm 21 of a column material 20 of a second floor building unit 10, respectively, with nuts 80 to connect the column material 20 of the second floor building unit 10 and the column material 20 of the second floor building unit 10 together. The bolts 61, the nuts 80, the washers 71, and 72 and the like are hidden inside the column materials and not exposed to the external appearance of the building units 10. Therefore, finishing work for making the bolts 61 and the like invisible after the connection work can be eliminated.

Description

本発明は、集合住宅、ホテル、オフィス棟等に適したユニット式建築物を構成する建物ユニットを上下に連結する連結構造及び連結構造の施工方法に関する。   The present invention relates to a connecting structure for connecting up and down building units constituting a unit type building suitable for an apartment house, a hotel, an office building, and the like, and a construction method of the connecting structure.

建物ユニットの連結構造の一形式として、特開2005−98078号公報には、中空構造を有する柱材と、隣り合う柱材の下端部間を連結する下部梁材及び隣り合う柱材の上端部間を連結する上部梁材で骨組を構成した建物ユニットの上に同構造の建物ユニットを積み重ねてボルトで連結した建物ユニットの連結構造が開示されている。   As a form of a connecting structure of building units, Japanese Patent Application Laid-Open No. 2005-98078 discloses a column member having a hollow structure, a lower beam member connecting between lower end portions of adjacent column members, and an upper end portion of adjacent column members. There is disclosed a connecting structure of building units in which building units having the same structure are stacked on top of a building unit that is constructed of a frame with upper beam members that connect each other and connected with bolts.

この建物ユニットの連結構造では、下端部と上端部にそれぞれ下部ダイヤフラムと上部ダイヤフラムを固着した柱材が用いられている。下部ダイヤフラムと上部ダイヤフラムは柱材を横断するように固着されている。各ダイヤフラムの面積は柱材の断面積より大きく、柱材の下端部と上端部の周囲にそれぞれダイヤフラムによってフランジ面が形成されている。このフランジ面にボルト貫通穴が形成されている。   In this building unit connection structure, a column material is used in which a lower diaphragm and an upper diaphragm are fixed to a lower end portion and an upper end portion, respectively. The lower diaphragm and the upper diaphragm are fixed so as to cross the column material. The area of each diaphragm is larger than the cross-sectional area of the column material, and a flange surface is formed around each of the lower end portion and the upper end portion of the column material by the diaphragm. Bolt through holes are formed on the flange surface.

下階の建物ユニットと上階の建物ユニットは、下階の建物ユニットの柱材の上部ダイヤフラムのボルト貫通穴と上階の建物ユニットの柱材の下部ダイヤフラムのボルト貫通穴にボルトを挿通し、ナットで上部ダイヤフラムと下部ダイヤフラムを締め付けて連結されている。   The building unit on the lower floor and the building unit on the upper floor are inserted into the bolt through hole of the upper diaphragm of the pillar material of the lower floor building unit and the bolt through hole of the lower diaphragm of the pillar material of the upper floor building unit, The upper diaphragm and the lower diaphragm are tightened and connected with nuts.

また、特開2005−336984号公報に開示されている建物ユニットの連結構造では、建物ユニットを構成する柱材として、柱材の下端部に固着した下部ダイヤフラムの柱材横断面にボルト貫通穴を形成し、柱材の上端部に固着した上部ダイヤフラムの柱材横断面にボルト貫通穴を形成した柱材を用いている。   Moreover, in the connection structure of the building unit currently disclosed by Unexamined-Japanese-Patent No. 2005-336984, a bolt through-hole is provided in the column material cross section of the lower diaphragm fixed to the lower end part of the column material as a column material which comprises a building unit. The column material which formed and formed the bolt through-hole in the column material cross section of the upper diaphragm fixed to the upper end part of the column material is used.

この連結構造では、下階の建物ユニットの柱材の上部ダイヤフラムと上階の建物ユニットの下部ダイヤフラムを柱材の内部に配置されているボルト貫通穴にボルトを挿通して締め付けている。   In this connection structure, the upper diaphragm of the column material of the building unit on the lower floor and the lower diaphragm of the building unit on the upper floor are inserted into bolt through holes arranged inside the column material and tightened.

この連結構造では柱材の下端部側面と上端部側面にボルト、ナット、レンチ等を柱材の内部に挿入するための作業用開口が形成されている。   In this connection structure, work openings for inserting bolts, nuts, wrenches and the like into the column members are formed on the side surfaces of the lower and upper end portions of the column members.

特開2005−98078号公報JP 2005-98078 A 特開2005−336984号公報JP 2005-336984 A

通常、ユニット式建築物の建物ユニットは予め工場で骨組を組み立てるとともに、内装と外装の仕上げも済ませたうえで、施工現場に搬入して連結される。柱材の下端部外周に形成したフランジ面と上端部外周に形成したフランジ面のボルト貫通穴に現場でボルトを装着して建物ユニットを連結する連結構造では、連結作業の後に建物ユニットの外観に露出しているボルトやナットを見えないようにする仕上げ作業が施工現場で必要となり、施工に手間がかかり、コストが高くなる。   Usually, a building unit of a unit type building is assembled at a factory in advance and finished with interior and exterior finishes, and then brought into a construction site and connected. In the connection structure in which the building unit is connected by attaching bolts to the bolt through holes on the flange surface formed on the outer periphery of the lower end of the pillar and the flange surface formed on the outer periphery of the upper end, the exterior of the building unit is Finishing work that hides the exposed bolts and nuts is necessary at the construction site, which takes time and cost.

一方、下部ダイヤフラムと上部ダイヤフラムの柱材横断面にボルト貫通穴を形成した柱材を用いた建物ユニットの連結構造では、ボルトやナットは柱材の内部に隠れて、建物ユニットの外観に露出しない。しかしながら、作業用開口が建物ユニットの外観に露出するので、施工現場で作業用開口を見えなくする仕上げ作業が必要となる。また、柱材側面に作業用開口を形成しているため、柱材の強度低下が避けられない。   On the other hand, in a building unit connection structure that uses a pillar material with bolt through holes formed in the cross section of the pillar material of the lower diaphragm and the upper diaphragm, the bolts and nuts are hidden inside the pillar material and are not exposed to the exterior of the building unit . However, since the work opening is exposed to the exterior of the building unit, a finishing operation is required to make the work opening invisible at the construction site. Moreover, since the working opening is formed on the side surface of the column material, the strength of the column material is inevitably lowered.

本発明は上述した従来の建物ユニットの連結構造における問題点に鑑み、施工現場で建物ユニットを連結するボルトやナット等を見えなくする仕上げ作業を省略でき、かつ柱材の強度低下を来たすおそれのない建物ユニットの連結構造及び連結構造の施工方法を提供することを目的とする。   In view of the problems in the conventional structure of connecting building units described above, the present invention can omit the finishing work to make the bolts and nuts connecting the building units invisible at the construction site and reduce the strength of the column material. It aims at providing the construction method of the connection structure of a building unit which does not exist, and a connection structure.

上記目的を達成するため請求項1に係る本願発明は、中空構造を有する複数本の柱材と、
柱材の下端部に柱材を横断するように固着した下部ダイヤフラムと、
柱材の上端部に柱材を横断するように固着した上部ダイヤフラムと、
隣り合う柱材の下端部間を連結する下部梁材
及び隣り合う柱材の上端部間を連結する上部梁材で骨組を構成した建物ユニットの上に同構造の建物ユニットを積み重ね、
下階の建物ユニットの柱材の上部ダイヤフラムと上階の建物ユニットの柱材の下部ダイヤフラムをボルトで締め付けて下階の建物ユニットと上階の建物ユニットを連結する建物ユニットの連結構造であって、
中央部にボルト貫通穴を形成した座金と、
下部ダイヤフラムの柱材横断面に形成され、座金を整列配置したとき座金が挿通可能で、座金を非整列配置したとき座金が挿通不能となる所要形状を有する下部ダイヤフラムの座金用貫通穴と、
上部ダイヤフラムの柱材横断面に形成され、座金を整列配置したとき座金が挿通可能で、座金を非整列配置したとき座金が挿通不能となる所要形状を有し、かつ下部ダイヤフラムの座金用貫通穴と柱材の縦方向に沿って整列配置された上部ダイヤフラムの座金用貫通穴と、
各座金用貫通穴に嵌合する凸部を上下両面に有し、凸部の中央部に凸部が座金用嵌合穴に嵌合した状態で非整列配置にある座金の中央部が嵌合可能な凹部を形成し、かつ両凹部の中央部を貫通するボルト貫通穴を形成したブラケットを備え、
ブラケットを下階の建物ユニットの上部ダイヤフラムと上階の建物ユニットの下部ダイヤフラムとの間に介在させ、
ブラケットの下側凸部を下階の建物ユニットの上部ダイヤフラムの座金用貫通穴に嵌合し、ブラケットの上側凸部を上階の建物ユニットの下部ダイヤフラムの座金用貫通穴に嵌合し、
ブラケットの下側凸部の凹部に第1の座金の中央部を嵌合し、ブラケットの上側凸部の凹部に第2の座金の中央部を嵌合し、
両座金のボルト貫通穴及びブラケットの上下両凹部のボルト貫通穴にボルトを挿通し、
ボルトに螺合するナットで第1座金を上部ダイヤフラムに締め付けるとともに、第2座金を下部ダイヤフラムに締め付けたことを特徴とする。
In order to achieve the above object, the present invention according to claim 1 includes a plurality of pillar members having a hollow structure,
A lower diaphragm fixed to the lower end of the pillar material so as to cross the pillar material;
An upper diaphragm fixed to the upper end of the pillar material so as to cross the pillar material;
A building unit having the same structure is stacked on a building unit that forms a frame with a lower beam member that connects between the lower ends of adjacent column members and an upper beam member that connects between the upper ends of adjacent column members,
It is a connecting structure of the building unit that connects the lower floor building unit and the upper floor building unit by bolting the upper diaphragm of the lower floor building unit column and the lower diaphragm of the upper floor building unit with a bolt. ,
A washer with a bolt through hole in the center,
A through-hole for a washer of the lower diaphragm having a required shape that is formed in a cross section of the column member of the lower diaphragm, and the washer can be inserted when the washer is aligned, and the washer cannot be inserted when the washer is not aligned.
A through hole for the washer of the lower diaphragm, which is formed in the cross section of the column member of the upper diaphragm, has a required shape that allows the washer to be inserted when the washer is aligned, and cannot be inserted when the washer is not aligned. And a through hole for a washer of the upper diaphragm arranged in alignment along the longitudinal direction of the column member,
There is a convex part that fits into each through hole for washer on both the upper and lower sides, and the central part of the washer that is not aligned is fitted in the central part of the convex part with the convex part fitted in the fitting hole for washer A bracket having a possible through hole and a bolt through hole penetrating through the central part of both recesses,
The bracket is interposed between the upper diaphragm of the lower floor building unit and the lower diaphragm of the upper floor building unit,
The lower convex part of the bracket is fitted into the through hole for washer of the upper diaphragm of the lower floor building unit, the upper convex part of the bracket is fitted to the through hole for washer of the lower diaphragm of the upper floor building unit,
Fitting the central part of the first washer into the concave part of the lower convex part of the bracket, fitting the central part of the second washer into the concave part of the upper convex part of the bracket;
Insert the bolts into the bolt through holes of both washers and the bolt through holes of the upper and lower recesses of the bracket,
The first washer is fastened to the upper diaphragm with a nut screwed to the bolt, and the second washer is fastened to the lower diaphragm.

請求項2に係る本願発明は、中空構造を有する複数本の柱材と、
柱材の下端部に、柱材を横断するように固着した第1下部ダイヤフラム及び第1下部ダイヤフラムの上方で柱材を横断するように固着した第2下部ダイヤフラムと、
柱材の上端部に、柱材を横断するように固着した第1上部ダイヤフラム及び第1上部ダイヤフラムの下方で柱材を横断するように固着した第2上部ダイヤフラムと、
隣り合う柱材の下端部間を連結する下部梁材及び隣り合う柱材の上端部間を連結する上部梁材で骨組を構成した建物ユニットの上に同構造の建物ユニットを積み重ね、
下階の建物ユニットの柱材の第1上部ダイヤフラムと上階の建物ユニットの柱材の第1下部ダイヤフラムをボルトで締め付けて下階の建物ユニットと上階の建物ユニットを連結する建物ユニットの連結構造の施工方法であって、
中央部にボルト貫通穴を形成した座金と、
第1下部ダイヤフラムの柱材横断面に形成され、座金を整列配置したとき座金が挿通可能で、座金を非整列配置したとき座金が挿通不能となる所要形状を有する第1下部ダイヤフラムの座金用貫通穴と、
第2下部ダイヤフラムの柱材横断面に形成され、座金を整列配置したとき座金が挿通可能で、座金を非整列配置したとき座金が挿通不能となる所要形状を有し、かつ第1下部ダイヤフラムの座金用貫通穴と柱材の縦方向に沿って整列配置された第2下部ダイヤフラムの座金用貫通穴と、
第1上部ダイヤフラムの柱材横断面に形成され、座金を整列配置したとき座金が挿通可能で、座金を非整列配置したとき座金が挿通不能となる所要形状を有し、かつ第1下部ダイヤフラムの座金用貫通穴と柱材の縦方向に沿って整列配置された第1上部ダイヤフラムの座金用貫通穴と、
第2上部ダイヤフラムの柱材横断面に形成され、座金を整列配置したとき座金が挿通可能で、座金を非整列配置したとき座金が挿通不能となる所要形状を有し、かつ第1下部ダイヤフラムの座金用貫通穴と柱材の縦方向に沿って整列配置された第2上部ダイヤフラムの座金用貫通穴と、
各座金用貫通穴に嵌合する凸部を上下両面に有し、各凸部の中央部に凸部が座金用嵌合穴に嵌合した状態で非整列配置にある座金の中央部が嵌合可能な凹部を形成し、かつ両凹部の中央部を貫通するボルト貫通穴を形成したブラケットを備え、
第1工程で、ボルトの下端部に座金と同じ外形寸法を有するストッパプレートを固着したボルトの所定位置に第1のナットを螺合し、第1の座金をボルトに装着して第1ナットで抜け止めすることにより、ストッパプレートと第1座金が整列し、かつストッパプレートと第1座金の間隔が第1上部ダイヤフラムと第2上部ダイヤフラムの間隔と略等しいか若干短くなるように第1座金をボルトに取り付け、
第2工程で、下階の建物ユニットの柱材の第1上部ダイヤフラムの座金用貫通穴にボルトとともにストッパプレートと第1座金を挿通し、
第3工程で、ボルトを回してストッパプレートを下階の建物ユニットの柱材の第2上部ダイヤフラムの座金用貫通穴に対して非整列位置に配置するとともに、下階の柱材の第1上部ダイヤフラムの座金用貫通穴に対して非整列位置に配置し、これによりストッパプレートを第2上部ダイヤフラムの上面に載置してボルトを第2上部ダイヤフラムに立設するとともにボルトの上端部を第1上部ダイヤフラムの座金用貫通穴から突出させ、かつ第1座金を第1上部ダイヤフラムの下面に近接配置し、
第4工程で、ブラケットを下階の建物ユニットの柱材の第1上部ダイヤフラムに載置してブラケットの下側凸部を第1上部ダイヤフラムの座金用貫通穴に嵌合するとともに、ボルトの上端部を下側凸部に形成されている凹部のボルト貫通穴と上側凸部の凹部のボルト貫通穴に挿通して突出させ、第1座金の中央部を下側凸部に形成されている凹部に嵌合し、
第5工程で、上階の建物ユニットの柱材を下階の建物ユニットの柱材の第1上部ダイヤフラムに載置されているブラケットの上に載置して上階の建物ユニットの柱材の第1下部ダイヤフラムの座金用貫通穴にブラケットの上側凸部を嵌合し、ボルトの上端部を第1下部ダイヤフラムの座金用貫通穴から突出させ、
第6工程で、上階の建物ユニットの柱材の第1及び第2上部ダイヤフラムの座金用貫通穴と、同柱材の第2下部ダイヤフラムの座金用貫通穴を通して第2の座金をボルトの上端部に挿通するとともに、第2座金の中央部をブラケットの上側凸部の凹部に嵌合し、
第7工程で、上階の建物ユニットの柱材の第1及び第2上部ダイヤフラムの座金用貫通穴と、同柱材の第2下部ダイヤフラムの座金用貫通穴を通して第2のナットをボルトの上端部に螺合し、第2ナットによって第2座金を上階の建物ユニットの柱材の第1下部ダイヤフラムに締め付けるとともに、第1座金を下階の建物ユニットの柱材の第1上部ダイヤフラムに締め付けることを特徴とする。
The present invention according to claim 2 includes a plurality of pillar members having a hollow structure,
A first lower diaphragm fixed to the lower end portion of the column material so as to cross the column material and a second lower diaphragm fixed to cross the column material above the first lower diaphragm;
A first upper diaphragm fixed to the upper end of the column material so as to cross the column material, and a second upper diaphragm fixed to cross the column material below the first upper diaphragm;
A building unit having the same structure is stacked on a building unit that forms a frame with a lower beam member that connects between the lower ends of adjacent column members and an upper beam member that connects between the upper ends of adjacent column members,
Connecting the building unit that connects the lower floor building unit to the upper floor building unit by tightening the first upper diaphragm of the lower floor building unit column with the first lower diaphragm of the upper floor building unit bolt with a bolt A construction method of the structure,
A washer with a bolt through hole in the center,
The first lower diaphragm has a required shape that is formed in the cross section of the column of the first lower diaphragm and has a required shape that allows the washer to be inserted when the washer is aligned and cannot be inserted when the washer is not aligned. With holes,
It is formed in the cross section of the column member of the second lower diaphragm, has a required shape that allows the washer to be inserted when the washer is aligned, and cannot be inserted when the washer is not aligned. A through hole for the washer of the second lower diaphragm arranged in alignment with the through hole for the washer and the longitudinal direction of the column member;
The first upper diaphragm is formed in the cross section of the column member, has a required shape that allows the washer to be inserted when the washer is aligned, and cannot be inserted when the washer is not aligned. A through hole for the washer of the first upper diaphragm arranged in alignment with the through hole for the washer and the longitudinal direction of the column member;
It is formed in the cross section of the column material of the second upper diaphragm, has a required shape that allows the washer to be inserted when the washer is aligned, and cannot be inserted when the washer is not aligned, and the first lower diaphragm has A through hole for the washer of the second upper diaphragm arranged in alignment with the through hole for the washer and the longitudinal direction of the column member;
There are convex parts that fit into the through holes for each washer on both the upper and lower sides, and the central part of the washer that is not aligned is fitted in the central part of each convex part with the convex part fitted into the fitting hole for the washer. It is provided with a bracket that forms a concave part that can be combined, and a bolt through hole that penetrates the central part of both concave parts,
In the first step, the first nut is screwed into a predetermined position of the bolt with the stopper plate having the same outer dimensions as the washer fixed to the lower end of the bolt, and the first washer is attached to the bolt with the first nut. By retaining the stopper plate, the stopper plate and the first washer are aligned, and the distance between the stopper plate and the first washer is approximately equal to or slightly shorter than the distance between the first upper diaphragm and the second upper diaphragm. Attached to the bolt,
In the second step, the stopper plate and the first washer are inserted together with the bolt into the through hole for the washer of the first upper diaphragm of the column member of the building unit on the lower floor,
In the third step, the bolt is turned to dispose the stopper plate in a non-aligned position with respect to the through hole for the washer of the second upper diaphragm of the column member of the lower floor building unit, and the first upper portion of the column member of the lower floor The stopper plate is placed on the upper surface of the second upper diaphragm so that the bolt is erected on the second upper diaphragm, and the upper end of the bolt is the first end of the bolt. Projecting from the through hole for the washer of the upper diaphragm, and arranging the first washer close to the lower surface of the first upper diaphragm,
In the fourth step, the bracket is placed on the first upper diaphragm of the pillar of the building unit on the lower floor, and the lower convex portion of the bracket is fitted into the through hole for the washer of the first upper diaphragm, and the upper end of the bolt A recess is formed by inserting and projecting a central portion of the first washer in the lower convex portion through the bolt through hole in the concave portion formed in the lower convex portion and the bolt through hole in the concave portion in the upper convex portion. Mated with
In the fifth step, the pillar material of the upper floor building unit is placed on the bracket placed on the first upper diaphragm of the pillar material of the lower floor building unit, and the pillar material of the upper floor building unit is The upper convex portion of the bracket is fitted into the washer through hole of the first lower diaphragm, and the upper end portion of the bolt is projected from the washer through hole of the first lower diaphragm,
In the sixth step, the second washer is passed through the washer through hole of the first and second upper diaphragms of the column member of the upper floor building unit and the washer through hole of the second lower diaphragm of the column member. And the center part of the second washer is fitted into the concave part of the upper convex part of the bracket,
In the seventh step, the second nut is passed through the washer through hole of the first and second upper diaphragms of the column material of the upper floor building unit and the washer through hole of the second lower diaphragm of the same column material, and the upper end of the bolt The second washer is fastened to the first lower diaphragm of the column member of the upper floor building unit by the second nut, and the first washer is tightened to the first upper diaphragm of the column member of the lower floor building unit. It is characterized by that.

そして、好ましくは、前記ブラケットに2個の前記凸部を所定の間隔をあけて並列に設け、一方の凸部に一方の建物ユニットの柱材のダイヤフラムに形成した座金用貫通穴に嵌合し、他方の凸部が前記一方の建物ユニットに隣接する建物ユニットの柱材のダイヤフラムに形成した座金用貫通穴に嵌合するように構成する。   Preferably, the two projections are provided in parallel on the bracket at a predetermined interval, and one projection is fitted into a through hole for a washer formed in a diaphragm of a pillar of one building unit. The other convex portion is configured to be fitted into a through hole for washer formed in the diaphragm of the pillar material of the building unit adjacent to the one building unit.

また、好ましくは、先端部にマグネットを有する長尺レンチを使用し、レンチ先端のマグネットで座金又はナットを吸着して上階の建物ユニットの柱材の第1及び第2上部ダイヤフラムの座金用貫通穴と、同柱材の第2下部ダイヤフラムの座金用貫通穴に挿通する。   Preferably, a long wrench having a magnet at the tip is used, and the washer or nut is adsorbed by the magnet at the tip of the wrench to penetrate the washer of the first and second upper diaphragms of the column material of the upper floor building unit. The hole and the through hole for washer of the second lower diaphragm of the same pillar material are inserted.

本願発明によれば、各ダイヤフラムの横断面に形成した座金用貫通穴にボルトを通し、このボルトに装着した座金を下階の建物ユニットと柱材の上部ダイヤフラムと上階の建物ユニットの柱材の下部ダイヤフラムにナットで締め付けて下階建物ユニットの柱材と上階の建物ユニットの柱材を連結するので、ボルト、ナット座金等が柱材の内部に隠されて建物ユニットの外観に露出しない。そのため、建物ユニットの連結作業の後にボルト等を見えなくする仕上げ作業を省略できる。   According to the present invention, a bolt is passed through a washer through-hole formed in the cross section of each diaphragm, and the washer mounted on this bolt is connected to the lower floor building unit, the upper diaphragm of the column material, and the column material of the upper floor building unit. The lower floor building unit is tightened with a nut to connect the pillar material of the lower-floor building unit to the pillar material of the upper-floor building unit, so bolts, nut washers, etc. are hidden inside the pillar material and are not exposed to the exterior of the building unit . Therefore, the finishing work of making the bolts or the like invisible after the building unit connection work can be omitted.

加えて、柱材の上下両端部に固着したダイヤフラムに形成した座金用貫通穴を通してボルト、座金、ナット、レンチ等を柱材の内部に柱材の縦方向に沿って挿入できるので、柱材の連結作業を行うための開口を柱材の側面に形成する必要がない。そのため、柱材の側面に形成される開口によって柱材の強度が低下するのを防止できる。   In addition, bolts, washers, nuts, wrenches, etc. can be inserted along the vertical direction of the column material through the through holes for the washer formed in the diaphragm fixed to the upper and lower ends of the column material. It is not necessary to form an opening for performing the connecting operation on the side surface of the column member. Therefore, it can prevent that the intensity | strength of a pillar material falls by the opening formed in the side surface of a pillar material.

また、ブラケットに2個の凸部を所定の間隔をあけて並列に設け、一方の凸部に一方の建物ユニットの柱材のダイヤフラムに形成した座金用貫通穴に嵌合し、他方の凸部が前記一方の建物ユニットに隣接する建物ユニットの柱材のダイヤフラムに形成した座金用貫通穴に嵌合することにより、水平方向で隣接する建物ユニットの柱材同士をブラケットによって連結でき、建物ユニットの連結強度を高めることができる。   In addition, two convex portions are provided in parallel at a predetermined interval on the bracket, and one convex portion is fitted into a through hole for a washer formed in a diaphragm of a pillar material of one building unit, and the other convex portion Is fitted into a through hole for a washer formed in the diaphragm of the column material of the building unit adjacent to the one building unit, so that the column materials of the building unit adjacent in the horizontal direction can be connected by a bracket, The connection strength can be increased.

さらにまた、先端部にマグネットを有する長尺レンチを使用し、レンチ先端のマグネットで座金又はナットを吸着して上階の建物ユニットの柱材の第1及び第2上部ダイヤフラムの座金用貫通穴と、同柱材の第2下部ダイヤフラムの座金用貫通穴に挿通することにより、座金やナットのボルトへの取り付け作業を迅速、確実に実施でき、施工能率が向上する。   Furthermore, a long wrench having a magnet at the tip is used, and a washer or nut is adsorbed by the magnet at the tip of the wrench to provide a through hole for the washer of the first and second upper diaphragms of the column member of the upper floor building unit. By inserting through the through hole for the washer of the second lower diaphragm of the column material, the work of attaching the washer and the nut to the bolt can be performed quickly and reliably, and the construction efficiency is improved.

本発明の一実施例に係る建物ユニットの連結構造を備えたユニット式建築物を示す斜視図である。It is a perspective view which shows the unit type building provided with the connection structure of the building unit which concerns on one Example of this invention. 柱材と土台コンクリート及び1階建物ユニットの柱材と2階建物ユニットの柱材の連結構造を示す断面図である。It is sectional drawing which shows the connection structure of the pillar material, foundation concrete, the pillar material of a 1st-floor building unit, and the pillar material of a 2nd-floor building unit. 図2の3−3線から切断した断面図である。It is sectional drawing cut | disconnected from the 3-3 line of FIG. 柱材の第1下部ダイヤフラムを示す平面図である。It is a top view which shows the 1st lower diaphragm of a pillar material. ストッパプレートを示す斜視図である。It is a perspective view which shows a stopper plate. 土台用ブラケットを示す斜視図である。It is a perspective view which shows the bracket for foundations. 柱用ブラケットを示す斜視図である。It is a perspective view which shows the bracket for pillars. 長尺レンチを示す正面図である。It is a front view which shows a long wrench. 長尺レンチの筒部を示す底面図である。It is a bottom view which shows the cylinder part of a long wrench. 長尺レンチの筒部を示す断面図である。It is sectional drawing which shows the cylinder part of a long wrench. コンクリート製土台に1階建物ユニットの柱材を固定する作業の説明図である。It is explanatory drawing of the operation | work which fixes the pillar material of a 1st-floor building unit to a concrete base. コンクリート製土台に1階建物ユニットの柱材を固定する作業の説明図である。It is explanatory drawing of the operation | work which fixes the pillar material of a 1st-floor building unit to a concrete base. コンクリート製土台に1階建物ユニットの柱材を固定する作業の説明図である。It is explanatory drawing of the operation | work which fixes the pillar material of a 1st-floor building unit to a concrete base. 1階建物ユニットの柱材と2階建物ユニットの柱材を連結するボルト、ストッパプレート、座金を示す斜視図である。It is a perspective view which shows the volt | bolt which connects the pillar material of a 1st floor building unit, and the pillar material of a 2nd floor building unit, a stopper plate, and a washer. 1階建物ユニットの柱材と2階建物ユニットの柱材を連結する作業の説明図である。It is explanatory drawing of the operation | work which connects the pillar material of a 1st floor building unit, and the pillar material of a 2nd floor building unit. 1階建物ユニットの柱材と2階建物ユニットの柱材を連結する作業の説明図である。It is explanatory drawing of the operation | work which connects the pillar material of a 1st floor building unit, and the pillar material of a 2nd floor building unit. 1階建物ユニットの柱材と2階建物ユニットの柱材を連結する作業の説明図である。It is explanatory drawing of the operation | work which connects the pillar material of a 1st floor building unit, and the pillar material of a 2nd floor building unit. 1階建物ユニットの柱材の第1上部ダイヤフラムを示す平面図である。It is a top view which shows the 1st upper diaphragm of the pillar material of a 1st floor building unit. 1階建物ユニットの柱材と2階建物ユニットの柱材を連結する作業の説明図である。It is explanatory drawing of the operation | work which connects the pillar material of a 1st floor building unit, and the pillar material of a 2nd floor building unit. 2階建物ユニットの柱材の第1上部ダイヤフラムを示す平面図である。It is a top view which shows the 1st upper diaphragm of the pillar material of a 2nd floor building unit.

以下に本発明を図面に基づき説明するに、図1には本発明の一実施例に係る建物ユニット10の連結構造を備えたユニット式建築物100の一例が示されている。当該ユニット式建築物100は5階建てで、各階は横5棟、奥2棟の計10棟の建物ユニット10で構成されている。   Hereinafter, the present invention will be described with reference to the drawings. FIG. 1 shows an example of a unit building 100 having a connecting structure of building units 10 according to an embodiment of the present invention. The unit-type building 100 has five floors, and each floor is composed of a total of ten building units 10 including five horizontal buildings and two rear buildings.

各建物ユニット10は4本の鋼管製柱材20と、隣接する柱材20の上端部を連結する形鋼材製上側梁材30、隣接する柱材20の下端部を連結する形鋼材製下側梁部材40から構成される骨組を備えている。建物ユニット10は予め工場で骨組を組み立て、内装及び外装の仕上げも済ませたうえで、施工現場に搬入される。そして、水平及び垂直方向に隣接する建物ユニット10同士を連結してユニット式建築物100に組み立てられる。なお、図1には建物ユニット10の骨組だけを図示し、内装や外装は省略されている。   Each building unit 10 includes four steel pipe column members 20, a shaped steel upper beam member 30 that connects the upper ends of the adjacent column members 20, and a lower section made of a shaped steel member that connects the lower ends of the adjacent column members 20. A frame composed of beam members 40 is provided. The building unit 10 is assembled at a factory in advance, and after finishing the interior and exterior, it is carried into the construction site. Then, the building units 10 adjacent in the horizontal and vertical directions are connected to each other and assembled into the unit building 100. In FIG. 1, only the framework of the building unit 10 is shown, and the interior and exterior are omitted.

図2及び図3には、図1に領域Aで示す1階の建物ユニット10の土台部分の詳細な構造と、図1に領域Bで示す一階の建物ユニットと2階の建物ユニットの詳細な連結構造を図示する。鋼管製柱材20は図4に示すように、断面正方形の中空構造を有し、柱材の下端面開口には鉄板製で正方形の第1下部ダイヤフラム21が柱材20を横断するように溶接されている。第1下部ダイヤフラム21は柱材20の断面積より広い断面積を有し、柱材20の下端面外周部にフランジ面21aを形成している。また、第1下部ダイヤフラム21の柱材横断面の中央部には略長方形の座金用貫通穴21bが形成されている。さらにまた、柱材20の下端部の第1下部ダイヤフラム21の上方の位置に第2下部ダイヤフラム22が柱材20を横断するように溶接されている。第2下部ダイヤフラム22は第1下部ダイヤフラム21より厚みが若干薄いものの、第1下部ダイヤフラム21と同じ外形寸法を有し、柱材20の下端部にフランジ面22aを形成し、柱材横断面の中央部に第1下部ダイヤフラム21の座金用貫通穴21bと同じ外形寸法の座金用貫通穴22bが形成されて。第2下部ダイヤフラム22の座金用貫通穴22bは第1下部ダイヤフラム21の座金用貫通穴21bに柱20の縦方向に沿って整列するように配置されている。   2 and 3 show the detailed structure of the base portion of the first-floor building unit 10 shown by area A in FIG. 1, and the details of the first-floor building unit and second-floor building unit shown by area B in FIG. A simple connection structure is illustrated. As shown in FIG. 4, the steel pipe column member 20 has a hollow structure with a square cross section, and is welded so that a square first lower diaphragm 21 crosses the column member 20 at the lower end opening of the column member. Has been. The first lower diaphragm 21 has a cross-sectional area wider than the cross-sectional area of the column member 20, and forms a flange surface 21 a on the outer peripheral portion of the lower end surface of the column member 20. In addition, a substantially rectangular washer through hole 21 b is formed at the center of the cross section of the columnar material of the first lower diaphragm 21. Furthermore, a second lower diaphragm 22 is welded to a position above the first lower diaphragm 21 at the lower end of the column member 20 so as to cross the column member 20. Although the second lower diaphragm 22 is slightly thinner than the first lower diaphragm 21, it has the same outer dimensions as the first lower diaphragm 21, forms a flange surface 22 a at the lower end portion of the column member 20, and has a column cross section. A washer through hole 22b having the same outer dimensions as the washer through hole 21b of the first lower diaphragm 21 is formed at the center. The washer through hole 22 b of the second lower diaphragm 22 is arranged to align with the washer through hole 21 b of the first lower diaphragm 21 along the vertical direction of the column 20.

柱材20の上端面開口には第1上部ダイヤフラム23が柱材20を横断するように溶接され、第1上部ダイヤフラム23の下方に第2上部ダイヤフラム24が柱材を横断するように溶接されている。第1上部ダイヤフラム23は第1下部ダイヤフラム21と同じ外形寸法を有し、第2上部ダイヤフラム24は第2下部ダイヤフラム22と同じ外形寸法を有する。また、第1上部ダイヤフラム23と第2上部ダイヤフラム24もそれぞれ柱材20の外周部にフランジ面23a,24aを形成している。さらにまた、第1上部ダイヤフラム23と第2上部ダイヤフラム24はそれぞれ第1下部ダイヤフラム21の座金用貫通穴21bと同じ形状寸法の座金貫通穴23b,24b(図11参照)が形成されている。そして、これら第1上部ダイヤフラム23の座金用貫通穴23bと第2上部ダイヤフラム24の座金用貫通穴24bは柱20の縦方向に沿って第1下部ダイヤフラム21の座金用貫通穴21bに整列している。   A first upper diaphragm 23 is welded to the upper end surface opening of the column member 20 so as to cross the column member 20, and a second upper diaphragm 24 is welded so as to cross the column member below the first upper diaphragm 23. Yes. The first upper diaphragm 23 has the same outer dimensions as the first lower diaphragm 21, and the second upper diaphragm 24 has the same outer dimensions as the second lower diaphragm 22. The first upper diaphragm 23 and the second upper diaphragm 24 also form flange surfaces 23 a and 24 a on the outer peripheral portion of the column member 20, respectively. Furthermore, the first upper diaphragm 23 and the second upper diaphragm 24 are formed with washer through holes 23b and 24b (see FIG. 11) having the same shape and dimensions as the washer through hole 21b of the first lower diaphragm 21, respectively. The washer through hole 23b of the first upper diaphragm 23 and the washer through hole 24b of the second upper diaphragm 24 are aligned with the washer through hole 21b of the first lower diaphragm 21 along the vertical direction of the column 20. Yes.

ユニット式建築物100の1階を構成する建物ユニット10の柱材20はその下端部が土台用ブラケット50とアンカーボルト60、座金70及びナット80でコンクリート製土台90に立設して固定されている。アンカーボルト60はコンクリート製土台90に埋設され、その上端部が土台表面から突出している。   The column member 20 of the building unit 10 constituting the first floor of the unit-type building 100 is fixed at a lower end thereof standing on a concrete base 90 with a base bracket 50, an anchor bolt 60, a washer 70 and a nut 80. Yes. The anchor bolt 60 is embedded in the concrete base 90, and its upper end protrudes from the base surface.

座金70は図5に示すように、長方形を有し、中央部にボルト貫通穴70aが形成されている。この座金70は、各ダイヤフラム21,22,23,24に形成した座金用貫通穴21b,22b,23b,24bに整列配置したとき該座金用貫通穴21b,22b,23b,24bを挿通可能で、非整列配置では挿通不能となるように所要の外形寸法に設定されている。   As shown in FIG. 5, the washer 70 has a rectangular shape, and a bolt through hole 70a is formed at the center. This washer 70 can be inserted through the washer through holes 21b, 22b, 23b, 24b when aligned with the washer through holes 21b, 22b, 23b, 24b formed in the respective diaphragms 21, 22, 23, 24. The required outer dimensions are set so that they cannot be inserted in the non-aligned arrangement.

土台用ブラケット50は図6に示すように、長方形のベースプレート51と、ベースプレート51の上面に所定の間隔をあけてベースプレート51の並列に整列配置された2個の凸部52から成り、各凸部52の中央部には溝状凹部52aが形成され、各溝状凹部52aの中央部にボルト貫通穴52bが形成されている。各凸部52は各ダイヤフラム21,22,23,24の座金用貫通穴21b,22b,23b,24bに対して整列配置することにより、該座金用貫通穴21b,22b,23b,24bに嵌合するように所用の外形寸法に設定されている。また、溝状凹部52aは座金70の中央部が嵌合するように、かつ凸部52が座金用貫通穴21b,22b,23b,24bに嵌合するように整列配置された状態で座金70の中央部が嵌合したとき、この座金70が座金用貫通穴21b,22b,23b,24bに対して非整列配置となるように設定されている。   As shown in FIG. 6, the base bracket 50 includes a rectangular base plate 51 and two convex portions 52 arranged in parallel on the upper surface of the base plate 51 at a predetermined interval. A groove-like recess 52a is formed at the center of 52, and a bolt through hole 52b is formed at the center of each groove-like recess 52a. The protrusions 52 are aligned with the washer through holes 21b, 22b, 23b, and 24b of the diaphragms 21, 22, 23, and 24, thereby being fitted into the washer through holes 21b, 22b, 23b, and 24b. It is set to the required external dimensions. Further, the groove-shaped recess 52a is arranged in an aligned manner so that the central portion of the washer 70 is fitted and the convex portion 52 is fitted to the through-holes 21b, 22b, 23b, 24b for the washers. When the central portion is fitted, the washer 70 is set so as to be non-aligned with respect to the washer through holes 21b, 22b, 23b, and 24b.

土台用ブラケット50は、アンカーボルト60の上端部がボルト貫通穴52bを挿通するようにコンクリート製土台90の表面に載置される。そして、隣接する2棟の1階建物ユニット10の柱材20は、第1下部ダイヤフラム21の座金用貫通穴21bに土台用ブラケット50の各凸部52が嵌合するように、土台用ブラケット50に載置されている。また、アンカーボルト60の上端部は座金70のボルト貫通穴70aを貫通し、座金70の中央部が溝状凹部52aに嵌合している。この座金70はアンカーボルト60の上端部にねじ付けたナット80で第1下部ダイヤフラム21に締め付られ、これにより柱材20がコンクリート製土台90に固定されている。   The base bracket 50 is placed on the surface of the concrete base 90 so that the upper end portion of the anchor bolt 60 is inserted through the bolt through hole 52b. The column material 20 of the two first-floor building units 10 adjacent to each other includes the base bracket 50 so that the convex portions 52 of the base bracket 50 fit into the washer through holes 21b of the first lower diaphragm 21. Is placed. The upper end portion of the anchor bolt 60 passes through the bolt through hole 70a of the washer 70, and the central portion of the washer 70 is fitted in the groove-shaped recess 52a. The washer 70 is fastened to the first lower diaphragm 21 with a nut 80 screwed to the upper end portion of the anchor bolt 60, whereby the column member 20 is fixed to the concrete base 90.

1階の建物ユニット10の柱材20の上端部に2階の建物ユニット10の柱材20の下端部が柱用ブラケット55、ボルト61、座金71,72、ナット80を用いて連結されている。柱用ブラケット55は図7に示すように、土台用ブラケット50のベースプレートと同じ外形寸法を有するベースプレート56を有し、ベースプレート56の上下両面に凸部57が一体に設けられている。各凸部57には土台用ブラケット50の凸部52と同じ形状構造の溝状凹部57aとボルト貫通穴57bが形成されている。座金71,72は座金70と同じ形状構造を有し、それぞれ中央部にボルト貫通穴71a,72a(図14参照)が形成されている。   The lower end portion of the column material 20 of the second floor building unit 10 is connected to the upper end portion of the column material 20 of the first floor building unit 10 using the column bracket 55, bolt 61, washer 71, 72, and nut 80. . As shown in FIG. 7, the column bracket 55 includes a base plate 56 having the same outer dimensions as the base plate of the base bracket 50, and convex portions 57 are integrally provided on both upper and lower surfaces of the base plate 56. Each convex portion 57 is formed with a groove-shaped concave portion 57a and a bolt through hole 57b having the same structure as the convex portion 52 of the base bracket 50. The washers 71 and 72 have the same shape and structure as the washer 70, and are formed with bolt through holes 71a and 72a (see FIG. 14) in the center.

柱用ブラケット55は1階の建物ユニット10の柱材20の第1上部ダイヤフラム23と2階の建物ユニット10の柱材20の第1下部ダイヤフラム21の間に介挿され、柱用ブラケット55の下側凸部57が第1上部ダイヤフラム23の座金用貫通穴23bに嵌合し、上側凸部57が第1下部ダイヤフラム21の座金貫通穴21bに嵌合している。   The column bracket 55 is inserted between the first upper diaphragm 23 of the column member 20 of the building unit 10 on the first floor and the first lower diaphragm 21 of the column member 20 of the building unit 10 on the second floor. The lower convex portion 57 is fitted in the washer through hole 23 b of the first upper diaphragm 23, and the upper convex portion 57 is fitted in the washer through hole 21 b of the first lower diaphragm 21.

また、柱用ブラケット55の下側凸部57の溝状凹部57aに第1の座金71の中央部が嵌合し、上側凸部57の溝状凹部57aに第2の座金72の中央部が嵌合している。溝状凹部57aに嵌合した上下両座金71,72はそれぞれ第1上部ダイヤフラム23の座金用貫通穴23bと第1下部ダイヤフラム21の座金用貫通穴21bに対して非整列位置に配置されている。   Further, the central portion of the first washer 71 is fitted into the groove-like recess 57a of the lower convex portion 57 of the column bracket 55, and the central portion of the second washer 72 is fitted to the groove-like concave portion 57a of the upper convex portion 57. It is mated. The upper and lower washers 71, 72 fitted in the groove-like recess 57 a are arranged in a non-aligned position with respect to the washer through hole 23 b of the first upper diaphragm 23 and the washer through hole 21 b of the first lower diaphragm 21, respectively. .

上下両座金71,72のボルト貫通穴71a,72a及び柱用ブラケット55のボルト貫通穴57aにボルト61が貫通し、ボルト61に螺合するナット80で第1座金71を第1上部ダイヤフラム23に締め付けるとともに、第2座金72を第1下部ダイヤフラム21に締め付けて、1階の建物ユニット10の柱材20と2階の建物ユニット10の柱材20が連結されている。
なお、詳しくは後述するが、ボルト61の下端部にストッパプレート73がナット80で取り付けられている。また、下側梁材40の端部は第1下部ダイヤフラム21と第2下部ダイヤフラム22のフランジ面21a,22aに溶接されている。同様に、上側梁材40の端部は第1上部ダイヤフラム23と第2上部ダイヤフラム24のフランジ面23a,24aに溶接されている。
The bolt 61 passes through the bolt through holes 71a, 72a of the upper and lower washers 71, 72 and the bolt through hole 57a of the column bracket 55, and the first washer 71 is attached to the first upper diaphragm 23 by a nut 80 screwed into the bolt 61. While tightening, the 2nd washer 72 is fastened to the 1st lower diaphragm 21, and the pillar material 20 of the building unit 10 of the 1st floor and the pillar material 20 of the building unit 10 of the 2nd floor are connected.
As will be described in detail later, a stopper plate 73 is attached to the lower end portion of the bolt 61 with a nut 80. The end of the lower beam member 40 is welded to the flange surfaces 21 a and 22 a of the first lower diaphragm 21 and the second lower diaphragm 22. Similarly, the end portion of the upper beam member 40 is welded to the flange surfaces 23 a and 24 a of the first upper diaphragm 23 and the second upper diaphragm 24.

次に、土台90に柱材20を固定する作業工程及び1階の柱材20と2階の柱材20を連結する作業工程を説明する。これらの作業工程に使用するロングレンチを図8,9,10に図示する。ロングレンチ63は長尺ロッド63aの上端部にハンドル63bがまた、下端部に筒部63cが一体設けられている。筒部63cはナット80が嵌合する断面正六角形のナット穴63dを有する。筒部63cの下端面の外周部に一対のマグネット63eが対称位置に固着されている。この長尺レンチ63を使用することにより、ナット穴63dに嵌合してナット80を保持できるだけでなく、マグネット63eによって座金70,71,72をナット穴63dの開口端面に吸着保持できる。また、長尺ロッド63aは所要の長さを有するので、柱材20の第1上部ダイヤフラム23の座金用貫通穴23bから筒部63cを挿入し、柱材20の第1下部ダイヤフラム21の座金用貫通穴31bまで筒部63cを届かせることができる。   Next, an operation process for fixing the pillar material 20 to the base 90 and an operation process for connecting the pillar material 20 on the first floor and the pillar material 20 on the second floor will be described. A long wrench used in these work steps is shown in FIGS. The long wrench 63 is integrally provided with a handle 63b at the upper end of the long rod 63a and a cylinder 63c at the lower end. The cylinder part 63c has a nut hole 63d having a regular hexagonal cross section in which the nut 80 is fitted. A pair of magnets 63e are fixed to the outer peripheral portion of the lower end surface of the cylindrical portion 63c at symmetrical positions. By using this long wrench 63, not only can the nut 80 be fitted into the nut hole 63d to hold the nut 80, but also the washers 70, 71, 72 can be attracted and held on the open end face of the nut hole 63d by the magnet 63e. Further, since the long rod 63a has a required length, the cylindrical portion 63c is inserted from the washer through hole 23b of the first upper diaphragm 23 of the column member 20, and the washer of the first lower diaphragm 21 of the column member 20 is inserted. The cylindrical portion 63c can reach the through hole 31b.

コンクリート製土台90に1階の建物ユニット10の柱材20を固定するには、図11に示すようにコンクリート製土台90の表面に土台用ブラケット50を載置し、ブラケット50の一方のボルト貫通穴52bに一方のアンカーボルト60の上端部を貫通して突出させるとともに、他方の貫通穴52bに他方のアンカーボルト60の上端部を貫通して突出させる。そして、一方の1階建物ユニットの柱材20と、この1階建物ユニット10に水平方向で隣接する1階建物ユニット10の柱材20を土台用ブラケット50の上に載置し、柱材20の第1下部ダイヤフラム21の座金用貫通穴21bに土台用ブラケット50の凸部52を嵌合させる。   In order to fix the pillar 20 of the building unit 10 on the first floor to the concrete base 90, a base bracket 50 is placed on the surface of the concrete base 90 as shown in FIG. The upper end portion of one anchor bolt 60 is projected through the hole 52b, and the upper end portion of the other anchor bolt 60 is projected through the other through hole 52b. Then, the pillar material 20 of one first-floor building unit and the pillar material 20 of the first-floor building unit 10 that is adjacent to the first-floor building unit 10 in the horizontal direction are placed on the base bracket 50, and the pillar material 20. The convex portion 52 of the base bracket 50 is fitted into the washer through hole 21 b of the first lower diaphragm 21.

次に、ロングレンチ63の筒部63cの先端面にマグネット63eで座金70を吸着保持し、吸着保持した座金70を柱材20の第1上部ダイヤフラム23、第2上部ダイヤフラム24、及び第2下部ダイヤフラム22の座金用貫通穴23b,24b,22bに対して整列配置して通過させ、図12に示すように、座金70のボルト貫通穴70aにアンカーボルト60の上端部を挿通する。   Next, the washer 70 is sucked and held by the magnet 63e on the tip surface of the cylindrical portion 63c of the long wrench 63, and the sucked and held washer 70 is moved to the first upper diaphragm 23, the second upper diaphragm 24, and the second lower portion of the column member 20. The upper end portion of the anchor bolt 60 is inserted into the bolt through hole 70a of the washer 70 as shown in FIG. 12 while passing through the washer through holes 23b, 24b, and 22b of the diaphragm 22 in alignment.

続いて、ロングレンチ63を回して、図13に示すように座金70を非整列位置に配置してその中央部を土台用ブラケット50の溝状凹部52aに嵌合させる。次に、ロングレンチ63の筒部63cのナット穴63dにナット80を嵌着し、柱材20の第1上部ダイヤフラム23、第2上部ダイヤフラム24、及び第2下部ダイヤフラム22の座金用貫通穴23b,24b,22bを通過させて、アンカーボルト60の上端部にねじ付け、座金70を第1下部ダイヤフラム21に締め付け、これにより柱材20をコンクリート製土台90に固定する。   Subsequently, the long wrench 63 is turned so that the washer 70 is disposed at the non-aligned position as shown in FIG. 13 and the central portion thereof is fitted into the groove-shaped recess 52 a of the base bracket 50. Next, a nut 80 is fitted into the nut hole 63d of the cylindrical portion 63c of the long wrench 63, and the washer through-hole 23b of the first upper diaphragm 23, the second upper diaphragm 24, and the second lower diaphragm 22 of the column member 20. , 24b, 22b are passed through and screwed to the upper end of the anchor bolt 60, and the washer 70 is fastened to the first lower diaphragm 21, thereby fixing the column member 20 to the concrete base 90.

次に1階建物ユニット10の柱材20に2階建物ユニット10の柱材20を連結する作業を説明する。図14に示すように、1階建物ユニットの柱材20と2階建物ユニットの柱材20を連結するボルト61の下端部にはストッパプレート73として、座金70と同じものがボルトヘッド61aとナット80で固着されている。また、このボルト61には第1座金71が挿通され、所定位置にナット80で抜け止めされている。ストッパプレート73と第1座金71は互いに整列位置に配置され、両者の間隔は略第1下部ダイヤフラム21と第2下部ダイヤフラム22の間隔に略等しいか、若干短く設定されている。   Next, the operation | work which connects the pillar material 20 of the 2nd-floor building unit 10 to the pillar material 20 of the 1st-floor building unit 10 is demonstrated. As shown in FIG. 14, a bolt head 61 a and a nut are the same as the washer 70 as a stopper plate 73 at the lower end of the bolt 61 that connects the column member 20 of the first floor building unit and the column member 20 of the second floor building unit. It is fixed at 80. Further, the first washer 71 is inserted into the bolt 61 and is prevented from being detached by a nut 80 at a predetermined position. The stopper plate 73 and the first washer 71 are arranged at an alignment position, and the distance between the stopper plate 73 and the first washer 71 is set substantially equal to or slightly shorter than the distance between the first lower diaphragm 21 and the second lower diaphragm 22.

ボルト61に取り付けられたストッパプレート73と第1座金71は、図15に示すように、1階建物ユニット10の柱材20の第1上部ダイヤフラム23の座金用貫通穴23bに対して整列配置して挿通させる。この場合は必ずしもロングレンチ63を使用しなくても作業者がボルト61を手でもって作業できる。   As shown in FIG. 15, the stopper plate 73 and the first washer 71 attached to the bolt 61 are aligned with the washer through hole 23 b of the first upper diaphragm 23 of the column member 20 of the first floor building unit 10. To insert. In this case, the operator can work with the bolt 61 by hand without necessarily using the long wrench 63.

続いて、図16に示すように、ボルト61を回して、ストッパプレート73を1階建物ユニット10の柱材20の第2上部ダイヤフラム24の座金用貫通穴24bに対して非整列位置に配置するとともに、1階建物ユニット10の柱材20の第1上部ダイヤフラム23の座金用貫通穴23bに対して非整列位置に配置する。これによりストッパプレート73を第2上部ダイヤフラム24の上面に載置してボルト61を第2上部ダイヤフラム24に立設し、ボルト61の上端部を第1上部ダイヤフラム23の座金用貫通穴23bから突出させ、かつ第1座金71を第1上部ダイヤフラム23の下面に近接配置する。   Subsequently, as shown in FIG. 16, the bolt 61 is turned to dispose the stopper plate 73 in a non-aligned position with respect to the washer through hole 24 b of the second upper diaphragm 24 of the column member 20 of the first floor building unit 10. At the same time, the first floor diaphragm 23 of the first floor building unit 10 is arranged in a non-aligned position with respect to the through hole 23b for the washer. Accordingly, the stopper plate 73 is placed on the upper surface of the second upper diaphragm 24, the bolt 61 is erected on the second upper diaphragm 24, and the upper end portion of the bolt 61 projects from the washer through hole 23b of the first upper diaphragm 23. In addition, the first washer 71 is disposed close to the lower surface of the first upper diaphragm 23.

次に、図17に示すように、柱用ブラケット55を1階建物ユニット10の柱材20の第1上部ダイヤフラム23に載置してブラケット55の下側凸部57を第1上部ダイヤフラム23の座金用貫通穴23bに嵌合する。また、ボルト61の上端部を下側凸部57に形成されている凹部57aのボルト貫通穴57bと上側凸部57の凹部57aのボルト貫通穴57bに挿通して突出させる。そして、図18に示すように、第1座金71の中央部を下側凸部57の凹部57aに嵌合する。ボルト61に取り付けたストッパプレート73と第1座金71の間隔は第1上部ダイヤフラム23と第2上部ダイヤフラム24の間隔と略等しいか、若干短く設定されているので、図17に示す状態で、第1座金71は下側凸部57の凹部57aに係合している。   Next, as shown in FIG. 17, the column bracket 55 is placed on the first upper diaphragm 23 of the column member 20 of the first floor building unit 10, and the lower convex portion 57 of the bracket 55 is moved to the first upper diaphragm 23. It fits into the washer through hole 23b. Further, the upper end portion of the bolt 61 is inserted into and protruded from the bolt through hole 57b of the concave portion 57a formed in the lower convex portion 57 and the bolt through hole 57b of the concave portion 57a of the upper convex portion 57. Then, as shown in FIG. 18, the central portion of the first washer 71 is fitted into the concave portion 57 a of the lower convex portion 57. The distance between the stopper plate 73 attached to the bolt 61 and the first washer 71 is set to be approximately equal to or slightly shorter than the distance between the first upper diaphragm 23 and the second upper diaphragm 24. One washer 71 is engaged with the concave portion 57 a of the lower convex portion 57.

続いて、図19に示すように、2階建物ユニット10の柱材20を1階建物ユニット10の柱材20の第1上部ダイヤフラム23に載置されている柱用ブラケット55の上に載置して、1階建物ユニット10の柱材20の第1下部ダイヤフラム21の座金用貫通穴21bに柱用ブラケット55の上側凸部57を嵌合し、ボルト61の上端部を第1下部ダイヤフラム21の座金用貫通穴21bから突出させる。   Subsequently, as shown in FIG. 19, the pillar material 20 of the second floor building unit 10 is placed on the pillar bracket 55 placed on the first upper diaphragm 23 of the pillar material 20 of the first floor building unit 10. Then, the upper convex portion 57 of the column bracket 55 is fitted into the washer through hole 21b of the first lower diaphragm 21 of the column member 20 of the first floor building unit 10, and the upper end portion of the bolt 61 is connected to the first lower diaphragm 21. It protrudes from the through hole 21b for the washer.

次に、長尺レンチ63を使って、図2に示すように、1階建物ユニット10の柱材20の第1上部ダイヤフラム23及び第2上部ダイヤフラム24の座金用貫通穴23b,24bと、同柱材20の第2下部ダイヤフラム22の座金用貫通穴22bを通して第2の座金72をボルト61の上端部に挿通するとともに、図20に示すように、第2座金72の中央部をブラケット55の上側凸部57の凹部57aに嵌合する。続いて、長尺レンチ63で、1階建物ユニット10の柱材20の第1上部ダイヤフラム24及び第2上部ダイヤフラム23の座金用貫通穴24b,23bと、同柱材20の第2下部ダイヤフラム22の座金用貫通穴22bを通して第2のナット80をボルト61の上端部に螺合し、第2ナット80によって第2座金72を2階建物ユニット10の柱材20の第1下部ダイヤフラム21に締め付けるとともに、第1座金71を1階の建物ユニット10の柱材20の第1上部ダイヤフラム23に締め付ける。   Next, using the long wrench 63, as shown in FIG. 2, the first upper diaphragm 23 of the pillar material 20 of the first floor building unit 10 and the through holes 23b, 24b for the washer of the second upper diaphragm 24 are the same. The second washer 72 is inserted into the upper end of the bolt 61 through the washer through hole 22b of the second lower diaphragm 22 of the column member 20, and the center of the second washer 72 is connected to the bracket 55 as shown in FIG. It fits into the concave portion 57 a of the upper convex portion 57. Subsequently, with the long wrench 63, the first upper diaphragm 24 of the pillar material 20 of the first-floor building unit 10 and the washer through holes 24b and 23b of the second upper diaphragm 23, and the second lower diaphragm 22 of the pillar material 20. The second nut 80 is screwed into the upper end portion of the bolt 61 through the through hole 22b for the washer, and the second washer 72 is fastened to the first lower diaphragm 21 of the column member 20 of the second floor building unit 10 by the second nut 80. At the same time, the first washer 71 is fastened to the first upper diaphragm 23 of the column member 20 of the building unit 10 on the first floor.

本実施例によれば、各ダイヤフラム21,22,23,24の横断面に形成した座金用貫通穴21b,22b,23b,24bにボルト61を通し、このボルト61に装着した座金71,72を1階の建物ユニット10の柱材20の上部ダイヤフラム23と2階の建物ユニット10の柱材20の下部ダイヤフラム21にナット80で締め付けて1階建物ユニット10の柱材20と2階建物ユニット10の柱材20を連結するので、ボルト61、ナット80、座金71,72等が柱材20の内部に隠されて建物ユニット10の外観に露出しない。そのため、建物ユニットの連結作業の後にボルト61等を見えなくする仕上げ作業を省略できる。   According to the present embodiment, the bolt 61 is passed through the through holes 21b, 22b, 23b, 24b for the washer formed in the cross section of each diaphragm 21, 22, 23, 24, and the washer 71, 72 attached to the bolt 61 is passed through. The upper diaphragm 23 of the pillar material 20 of the building unit 10 on the first floor and the lower diaphragm 21 of the pillar material 20 of the building unit 10 on the second floor are fastened with nuts 80 to fix the pillar material 20 and the second floor building unit 10 of the first floor building unit 10. Therefore, the bolts 61, nuts 80, washers 71, 72, etc. are hidden inside the pillar member 20 and are not exposed to the exterior of the building unit 10. Therefore, the finishing work of making the bolts 61 and the like invisible after the building unit connection work can be omitted.

加えて、柱材20の上下両端部に固着したダイヤフラム21,22,23,24に形成した座金用貫通穴21b,22b,23b,24bを通してボルト61、座金71,72、ナット80、レンチ63等を柱材20の内部に柱材20の縦方向に沿って挿入できるので、柱材20の連結作業を行うための開口を柱材20の側面に形成する必要がない。そのため、柱材20の側面に形成される開口によって柱材の強度が低下するのを防止できる。   In addition, bolts 61, washers 71, 72, nuts 80, wrenches 63, etc. are passed through through holes 21b, 22b, 23b, 24b for washers formed in the diaphragms 21, 22, 23, 24 fixed to the upper and lower ends of the column member 20. Can be inserted along the vertical direction of the column member 20 into the column member 20, so that it is not necessary to form an opening for connecting the column members 20 on the side surface of the column member 20. Therefore, it can prevent that the intensity | strength of a pillar material falls with the opening formed in the side surface of the pillar material 20. FIG.

また、ブラケット55に2個の凸部57を所定の間隔をあけて並列に設け、一方の凸部57に一方の建物ユニット10の柱材20のダイヤフラム21,23に形成した座金用貫通穴21b,23bに嵌合し、他方の凸部57が一方の建物ユニット10に隣接する建物ユニット10の柱材20のダイヤフラム21,23に形成した座金用貫通穴21b,23bに嵌合することにより、水平方向で隣接する建物ユニット10の柱材20同士をブラケット55によって連結でき、建物ユニット10の連結強度を高めることができる。   Further, two convex portions 57 are provided in parallel at a predetermined interval on the bracket 55, and a washer through hole 21 b formed in the diaphragm 21, 23 of the column member 20 of one building unit 10 on one convex portion 57. , 23b, and the other convex portion 57 is fitted into the through holes 21b, 23b for the washer formed in the diaphragms 21, 23 of the column member 20 of the building unit 10 adjacent to the one building unit 10, The column members 20 of the building units 10 adjacent in the horizontal direction can be connected to each other by the bracket 55, and the connection strength of the building units 10 can be increased.

さらにまた、先端部にマグネット63cを有する長尺レンチ63を使用し、レンチ63先端のマグネット63cで座金71,72又はナット80を吸着して1階の建物ユニット10の柱材20の第1上部ダイヤフラム23及び第2上部ダイヤフラム24の座金用貫通穴23b,24bと、同柱材20の第2下部ダイヤフラム22の座金用貫通穴22bに挿通することにより、座金71,72やナット80のボルト61への取り付け作業を迅速、確実に実施でき、施工能率が向上する。   Furthermore, a long wrench 63 having a magnet 63c at the tip is used, and a washer 71, 72 or a nut 80 is attracted by the magnet 63c at the tip of the wrench 63, and the first upper portion of the column member 20 of the building unit 10 on the first floor. By inserting the through holes 23b and 24b for the washer of the diaphragm 23 and the second upper diaphragm 24 and the through hole 22b for the washer of the second lower diaphragm 22 of the column member 20, the washers 71 and 72 and the bolt 61 of the nut 80 are inserted. Installation work can be carried out quickly and reliably, improving the work efficiency.

10…建物ユニット
20…柱材
21…第1下部ダイヤフラム
21b…座金用貫通穴
22…第2下部ダイヤフラム
22b…座金用貫通穴
23…第1上部ダイヤフラム
23b…座金用貫通穴
24…第2上部ダイヤフラム
24b…座金用貫通穴
55…ブラケット
57…凸部
57a…凹部
57b…ボルト貫通穴
61…ボルト
63…長尺レンチ
63e…マグネット
70…ストッパプレート
70a…ボルト貫通穴
71,72…座金
71a,72a…ボルト貫通穴
80…ナット
DESCRIPTION OF SYMBOLS 10 ... Building unit 20 ... Column 21 ... 1st lower diaphragm 21b ... Through hole 22 for washer ... 2nd lower diaphragm 22b ... Through hole 23 for washer ... 1st upper diaphragm 23b ... Through hole 24 for washer ... 2nd upper diaphragm 24b ... Washer through hole 55 ... Bracket 57 ... Convex portion 57a ... Recess 57b ... Bolt through hole 61 ... Bolt 63 ... Long wrench 63e ... Magnet 70 ... Stopper plate 70a ... Bolt through holes 71, 72 ... Washers 71a, 72a ... Bolt through hole 80 ... Nut

Claims (4)

中空構造を有する複数本の柱材と、
柱材の下端部に柱材を横断するように固着した下部ダイヤフラムと、
柱材の上端部に柱材を横断するように固着した上部ダイヤフラムと、
隣り合う柱材の下端部間を連結する下部梁材
及び隣り合う柱材の上端部間を連結する上部梁材で骨組を構成した建物ユニットの上に同構造の建物ユニットを積み重ね、
下階の建物ユニットの柱材の上部ダイヤフラムと上階の建物ユニットの柱材の下部ダイヤフラムをボルトで締め付けて下階の建物ユニットと上階の建物ユニットを連結する建物ユニットの連結構造であって、
中央部にボルト貫通穴を形成した座金と、
下部ダイヤフラムの柱材横断面に形成され、座金を整列配置したとき座金が挿通可能で、座金を非整列配置したとき座金が挿通不能となる所要形状を有する下部ダイヤフラムの座金用貫通穴と、
上部ダイヤフラムの柱材横断面に形成され、座金を整列配置したとき座金が挿通可能で、座金を非整列配置したとき座金が挿通不能となる所要形状を有し、かつ下部ダイヤフラムの座金用貫通穴と柱材の縦方向に沿って整列配置された上部ダイヤフラムの座金用貫通穴と、
各座金用貫通穴に嵌合する凸部を上下両面に有し、凸部の中央部に凸部が座金用嵌合穴に嵌合した状態で非整列配置にある座金の中央部が嵌合可能な凹部を形成し、かつ両凹部の中央部を貫通するボルト貫通穴を形成したブラケットを備え、
ブラケットを下階の建物ユニットの上部ダイヤフラムと上階の建物ユニットの下部ダイヤフラムとの間に介在させ、
ブラケットの下側凸部を下階の建物ユニットの上部ダイヤフラムの座金用貫通穴に嵌合し、ブラケットの上側凸部を上階の建物ユニットの下部ダイヤフラムの座金用貫通穴に嵌合し、
ブラケットの下側凸部の凹部に第1の座金の中央部を嵌合し、ブラケットの上側凸部の凹部に第2の座金の中央部を嵌合し、
両座金のボルト貫通穴及びブラケットの上下両凹部のボルト貫通穴にボルトを挿通し、
ボルトに螺合するナットで第1座金を上部ダイヤフラムに締め付けるとともに、第2座金を下部ダイヤフラムに締め付けたことを特徴とする建物ユニットの連結構造。
A plurality of pillars having a hollow structure;
A lower diaphragm fixed to the lower end of the pillar material so as to cross the pillar material;
An upper diaphragm fixed to the upper end of the pillar material so as to cross the pillar material;
A building unit having the same structure is stacked on a building unit that forms a frame with a lower beam member that connects between the lower ends of adjacent column members and an upper beam member that connects between the upper ends of adjacent column members,
It is a connecting structure of the building unit that connects the lower floor building unit and the upper floor building unit by bolting the upper diaphragm of the lower floor building unit column and the lower diaphragm of the upper floor building unit with a bolt. ,
A washer with a bolt through hole in the center,
A through-hole for a washer of the lower diaphragm having a required shape that is formed in a cross section of the column member of the lower diaphragm, and the washer can be inserted when the washer is aligned, and the washer cannot be inserted when the washer is not aligned.
A through hole for the washer of the lower diaphragm, which is formed in the cross section of the column member of the upper diaphragm, has a required shape that allows the washer to be inserted when the washer is aligned, and cannot be inserted when the washer is not aligned. And a through hole for a washer of the upper diaphragm arranged in alignment along the longitudinal direction of the column member,
There is a convex part that fits into each through hole for washer on both the upper and lower sides, and the central part of the washer that is not aligned is fitted in the central part of the convex part with the convex part fitted in the fitting hole for washer A bracket having a possible through hole and a bolt through hole penetrating through the central part of both recesses,
The bracket is interposed between the upper diaphragm of the lower floor building unit and the lower diaphragm of the upper floor building unit,
The lower convex part of the bracket is fitted into the through hole for washer of the upper diaphragm of the lower floor building unit, the upper convex part of the bracket is fitted to the through hole for washer of the lower diaphragm of the upper floor building unit,
Fitting the central part of the first washer into the concave part of the lower convex part of the bracket, fitting the central part of the second washer into the concave part of the upper convex part of the bracket;
Insert the bolts into the bolt through holes of both washers and the bolt through holes of the upper and lower recesses of the bracket,
A connecting structure for building units, wherein a first washer is fastened to an upper diaphragm with a nut screwed to a bolt, and a second washer is fastened to a lower diaphragm.
中空構造を有する複数本の柱材と、
柱材の下端部に、柱材を横断するように固着した第1下部ダイヤフラム及び第1下部ダイヤフラムの上方で柱材を横断するように固着した第2下部ダイヤフラムと、
柱材の上端部に、柱材を横断するように固着した第1上部ダイヤフラム及び第1上部ダイヤフラムの下方で柱材を横断するように固着した第2上部ダイヤフラムと、
隣り合う柱材の下端部間を連結する下部梁材及び隣り合う柱材の上端部間を連結する上部梁材で骨組を構成した建物ユニットの上に同構造の建物ユニットを積み重ね、
下階の建物ユニットの柱材の第1上部ダイヤフラムと上階の建物ユニットの柱材の第1下部ダイヤフラムをボルトで締め付けて下階の建物ユニットと上階の建物ユニットを連結する建物ユニットの連結構造の施工方法であって、
中央部にボルト貫通穴を形成した座金と、
第1下部ダイヤフラムの柱材横断面に形成され、座金を整列配置したとき座金が挿通可能で、座金を非整列配置したとき座金が挿通不能となる所要形状を有する第1下部ダイヤフラムの座金用貫通穴と、
第2下部ダイヤフラムの柱材横断面に形成され、座金を整列配置したとき座金が挿通可能で、座金を非整列配置したとき座金が挿通不能となる所要形状を有し、かつ第1下部ダイヤフラムの座金用貫通穴と柱材の縦方向に沿って整列配置された第2下部ダイヤフラムの座金用貫通穴と、
第1上部ダイヤフラムの柱材横断面に形成され、座金を整列配置したとき座金が挿通可能で、座金を非整列配置したとき座金が挿通不能となる所要形状を有し、かつ第1下部ダイヤフラムの座金用貫通穴と柱材の縦方向に沿って整列配置された第1上部ダイヤフラムの座金用貫通穴と、
第2上部ダイヤフラムの柱材横断面に形成され、座金を整列配置したとき座金が挿通可能で、座金を非整列配置したとき座金が挿通不能となる所要形状を有し、かつ第1下部ダイヤフラムの座金用貫通穴と柱材の縦方向に沿って整列配置された第2上部ダイヤフラムの座金用貫通穴と、
各座金用貫通穴に嵌合する凸部を上下両面に有し、各凸部の中央部に凸部が座金用嵌合穴に嵌合した状態で非整列配置にある座金の中央部が嵌合可能な凹部を形成し、かつ両凹部の中央部を貫通するボルト貫通穴を形成したブラケットを備え、
第1工程で、ボルトの下端部に座金と同じ外形寸法を有するストッパプレートを固着したボルトの所定位置に第1のナットを螺合し、第1の座金をボルトに装着して第1ナットで抜け止めすることにより、ストッパプレートと第1座金が整列し、かつストッパプレートと第1座金の間隔が第1上部ダイヤフラムと第2上部ダイヤフラムの間隔と略等しいか若干短くなるように第1座金をボルトに取り付け、
第2工程で、下階の建物ユニットの柱材の第1上部ダイヤフラムの座金用貫通穴にボルトとともにストッパプレートと第1座金を挿通し、
第3工程で、ボルトを回してストッパプレートを下階の建物ユニットの柱材の第2上部ダイヤフラムの座金用貫通穴に対して非整列位置に配置するとともに、下階の柱材の第1上部ダイヤフラムの座金用貫通穴に対して非整列位置に配置し、これによりストッパプレートを第2上部ダイヤフラムの上面に載置してボルトを第2上部ダイヤフラムに立設するとともにボルトの上端部を第1上部ダイヤフラムの座金用貫通穴から突出させ、かつ第1座金を第1上部ダイヤフラムの下面に近接配置し、
第4工程で、ブラケットを下階の建物ユニットの柱材の第1上部ダイヤフラムに載置してブラケットの下側凸部を第1上部ダイヤフラムの座金用貫通穴に嵌合するとともに、ボルトの上端部を下側凸部に形成されている凹部のボルト貫通穴と上側凸部の凹部のボルト貫通穴に挿通して突出させ、第1座金の中央部を下側凸部に形成されている凹部に嵌合し、
第5工程で、上階の建物ユニットの柱材を下階の建物ユニットの柱材の第1上部ダイヤフラムに載置されているブラケットの上に載置して上階の建物ユニットの柱材の第1下部ダイヤフラムの座金用貫通穴にブラケットの上側凸部を嵌合し、ボルトの上端部を第1下部ダイヤフラムの座金用貫通穴から突出させ、
第6工程で、上階の建物ユニットの柱材の第1及び第2上部ダイヤフラムの座金用貫通穴と、同柱材の第2下部ダイヤフラムの座金用貫通穴を通して第2の座金をボルトの上端部に挿通するとともに、第2座金の中央部をブラケットの上側凸部の凹部に嵌合し、
第7工程で、上階の建物ユニットの柱材の第1及び第2上部ダイヤフラムの座金用貫通穴と、同柱材の第2下部ダイヤフラムの座金用貫通穴を通して第2のナットをボルトの上端部に螺合し、第2ナットによって第2座金を上階の建物ユニットの柱材の第1下部ダイヤフラムに締め付けるとともに、第1座金を下階の建物ユニットの柱材の第1上部ダイヤフラムに締め付けることを特徴とする建物ユニットの連結構造の施工方法。
A plurality of pillars having a hollow structure;
A first lower diaphragm fixed to the lower end portion of the column material so as to cross the column material and a second lower diaphragm fixed to cross the column material above the first lower diaphragm;
A first upper diaphragm fixed to the upper end of the column material so as to cross the column material, and a second upper diaphragm fixed to cross the column material below the first upper diaphragm;
A building unit having the same structure is stacked on a building unit that forms a frame with a lower beam member that connects between the lower ends of adjacent column members and an upper beam member that connects between the upper ends of adjacent column members,
Connecting the building unit that connects the lower floor building unit to the upper floor building unit by tightening the first upper diaphragm of the lower floor building unit column with the first lower diaphragm of the upper floor building unit bolt with a bolt A construction method of the structure,
A washer with a bolt through hole in the center,
The first lower diaphragm has a required shape that is formed in the cross section of the column of the first lower diaphragm and has a required shape that allows the washer to be inserted when the washer is aligned and cannot be inserted when the washer is not aligned. With holes,
It is formed in the cross section of the column member of the second lower diaphragm, has a required shape that allows the washer to be inserted when the washer is aligned, and cannot be inserted when the washer is not aligned. A through hole for the washer of the second lower diaphragm arranged in alignment with the through hole for the washer and the longitudinal direction of the column member;
The first upper diaphragm is formed in the cross section of the column member, has a required shape that allows the washer to be inserted when the washer is aligned, and cannot be inserted when the washer is not aligned. A through hole for the washer of the first upper diaphragm arranged in alignment with the through hole for the washer and the longitudinal direction of the column member;
It is formed in the cross section of the column material of the second upper diaphragm, has a required shape that allows the washer to be inserted when the washer is aligned, and cannot be inserted when the washer is not aligned, and the first lower diaphragm has A through hole for the washer of the second upper diaphragm arranged in alignment with the through hole for the washer and the longitudinal direction of the column member;
There are convex parts that fit into the through holes for each washer on both the upper and lower sides, and the central part of the washer that is not aligned is fitted in the central part of each convex part with the convex part fitted into the fitting hole for the washer. It is provided with a bracket that forms a concave part that can be combined, and a bolt through hole that penetrates the central part of both concave parts,
In the first step, the first nut is screwed into a predetermined position of the bolt with the stopper plate having the same outer dimensions as the washer fixed to the lower end of the bolt, and the first washer is attached to the bolt with the first nut. By retaining the stopper plate, the stopper plate and the first washer are aligned, and the distance between the stopper plate and the first washer is approximately equal to or slightly shorter than the distance between the first upper diaphragm and the second upper diaphragm. Attached to the bolt,
In the second step, the stopper plate and the first washer are inserted together with the bolt into the through hole for the washer of the first upper diaphragm of the column member of the building unit on the lower floor,
In the third step, the bolt is turned to dispose the stopper plate in a non-aligned position with respect to the through hole for the washer of the second upper diaphragm of the column member of the lower floor building unit, and the first upper portion of the column member of the lower floor The stopper plate is placed on the upper surface of the second upper diaphragm so that the bolt is erected on the second upper diaphragm, and the upper end of the bolt is the first end of the bolt. Projecting from the through hole for the washer of the upper diaphragm, and arranging the first washer close to the lower surface of the first upper diaphragm,
In the fourth step, the bracket is placed on the first upper diaphragm of the pillar of the building unit on the lower floor, and the lower convex portion of the bracket is fitted into the through hole for the washer of the first upper diaphragm, and the upper end of the bolt A recess is formed by inserting and projecting a central portion of the first washer in the lower convex portion through the bolt through hole in the concave portion formed in the lower convex portion and the bolt through hole in the concave portion in the upper convex portion. Mated with
In the fifth step, the pillar material of the upper floor building unit is placed on the bracket placed on the first upper diaphragm of the pillar material of the lower floor building unit, and the pillar material of the upper floor building unit is The upper convex portion of the bracket is fitted into the washer through hole of the first lower diaphragm, and the upper end portion of the bolt is projected from the washer through hole of the first lower diaphragm,
In the sixth step, the second washer is passed through the washer through hole of the first and second upper diaphragms of the column member of the upper floor building unit and the washer through hole of the second lower diaphragm of the column member. And the center part of the second washer is fitted into the concave part of the upper convex part of the bracket,
In the seventh step, the second nut is passed through the washer through hole of the first and second upper diaphragms of the column material of the upper floor building unit and the washer through hole of the second lower diaphragm of the same column material, and the upper end of the bolt The second washer is fastened to the first lower diaphragm of the column member of the upper floor building unit by the second nut, and the first washer is tightened to the first upper diaphragm of the column member of the lower floor building unit. The construction method of the connection structure of the building unit characterized by the above-mentioned.
前記ブラケットに2個の前記凸部を所定の間隔をあけて並列に設け、一方の凸部に一方の建物ユニットの柱材のダイヤフラムに形成した座金用貫通穴に嵌合し、他方の凸部が前記一方の建物ユニットに隣接する建物ユニットの柱材のダイヤフラムに形成した座金用貫通穴に嵌合したことを特徴とする請求項に記載の建物ユニットの連結構造。   Two projections are provided in parallel on the bracket at a predetermined interval, and one projection is fitted into a through hole for a washer formed in a diaphragm of a pillar of one building unit, and the other projection The connecting structure for building units according to claim 1, wherein the connecting structure is fitted in a through hole for a washer formed in a diaphragm of a pillar of a building unit adjacent to the one building unit. 先端部にマグネットを有する長尺レンチを使用し、レンチ先端のマグネットで座金又はナットを吸着して上階の建物ユニットの柱材の第1及び第2上部ダイヤフラムの座金用貫通穴と、同柱材の第2下部ダイヤフラムの座金用貫通穴に挿通することを特徴とする請求項2に記載の建物ユニットの連結構造の施工方法。   Using a long wrench with a magnet at the tip, the washer or nut is adsorbed with the magnet at the tip of the wrench, and through holes for the washer of the first and second upper diaphragms of the column material of the upper floor building unit The construction method of the connecting structure of the building unit according to claim 2, wherein the through hole for the washer of the second lower diaphragm of the material is inserted.
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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2021116588A (en) * 2020-01-24 2021-08-10 株式会社ヒーローライフカンパニー Joining structure of container unit of container building and joining method thereof

Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS50147113A (en) * 1974-05-17 1975-11-26
JPH0311704U (en) * 1989-06-19 1991-02-06
JPH03233042A (en) * 1990-02-07 1991-10-17 Misawa Homes Co Ltd Connecting plate for residential equipment
JPH06299611A (en) * 1993-04-16 1994-10-25 Daiwa House Ind Co Ltd Vertical joining structure between unit box
JPH094052A (en) * 1995-06-21 1997-01-07 Sekisui Chem Co Ltd Joint structure for column capital and column base, column base footing joint structure, and unit building
JP2001152555A (en) * 1999-11-30 2001-06-05 Sekisui Chem Co Ltd Connecting method and joint plate for building unit
JP2001254445A (en) * 2000-03-10 2001-09-21 Sekisui Chem Co Ltd Upper and lower joint structure of prefabricated building
JP2009024419A (en) * 2007-07-20 2009-02-05 Nippon Container Assort Kk Box unit

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS50147113A (en) * 1974-05-17 1975-11-26
JPH0311704U (en) * 1989-06-19 1991-02-06
JPH03233042A (en) * 1990-02-07 1991-10-17 Misawa Homes Co Ltd Connecting plate for residential equipment
JPH06299611A (en) * 1993-04-16 1994-10-25 Daiwa House Ind Co Ltd Vertical joining structure between unit box
JPH094052A (en) * 1995-06-21 1997-01-07 Sekisui Chem Co Ltd Joint structure for column capital and column base, column base footing joint structure, and unit building
JP2001152555A (en) * 1999-11-30 2001-06-05 Sekisui Chem Co Ltd Connecting method and joint plate for building unit
JP2001254445A (en) * 2000-03-10 2001-09-21 Sekisui Chem Co Ltd Upper and lower joint structure of prefabricated building
JP2009024419A (en) * 2007-07-20 2009-02-05 Nippon Container Assort Kk Box unit

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2021116588A (en) * 2020-01-24 2021-08-10 株式会社ヒーローライフカンパニー Joining structure of container unit of container building and joining method thereof

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