JP2024013210A - Connecting column unit and building construction method - Google Patents

Connecting column unit and building construction method Download PDF

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JP2024013210A
JP2024013210A JP2023107286A JP2023107286A JP2024013210A JP 2024013210 A JP2024013210 A JP 2024013210A JP 2023107286 A JP2023107286 A JP 2023107286A JP 2023107286 A JP2023107286 A JP 2023107286A JP 2024013210 A JP2024013210 A JP 2024013210A
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column
wooden
column unit
connecting column
unit according
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訓 菊地
Satoshi Kukuchi
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Asahi Kasei Homes Corp
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Abstract

PROBLEM TO BE SOLVED: To provide a connecting column unit and a building construction method that can reduce a work load on site.
SOLUTION: The connecting column unit includes: two (plural) wooden columns 4 arranged at a predetermined interval in a horizontal direction; a column head connecting member 5 and a column leg connecting member 7 that connect the two wooden columns 4 at the predetermined interval; a column leg member 6 (column joint material) connected to a lower end of each of the two wooden columns 4 and connected to a steel beam (structural material) provided below; and the column head connecting member 5 connected to an upper end of each of the two wooden columns 4 and connected to a steel beam provided above.
SELECTED DRAWING: Figure 1
COPYRIGHT: (C)2024,JPO&INPIT

Description

本発明は、連結柱ユニットおよび建物の施工方法に関する。 The present invention relates to a connecting column unit and a building construction method.

木造軸組工法などにおいて、木造の柱(木造柱)を土台や梁などの構造材と接合する際に、木造柱や構造材に仕口加工された継手部分を、直接または補強用の継手金物を介して連結することがある。このような場合、木造柱と構造材との抜け止めを図るため、古来の木製の込み栓に代わる金属製の連結ピンが柱と構造材との接合部に打ち込まれることがある(例えば、特許文献1)。 When joining wooden columns (wooden pillars) with structural materials such as foundations and beams in the wooden frame construction method, the joints processed into the wooden pillars or structural materials are connected directly or with reinforcing joint hardware. May be connected via. In such cases, in order to prevent the wooden pillars and structural members from falling out, metal connecting pins may be driven into the joints between the pillars and the structural members in place of the traditional wooden plugs (for example, in a patent Reference 1).

特許第3302343号公報Patent No. 3302343

建設現場において柱を施工する際には、1本ずつ木造柱を吊り上げて設置するため、複数の柱それぞれに対して位置合わせを行う必要があるとともに、複数の木造柱と構造材との接合部のそれぞれに対して連結ピンの打込みを行う必要があり、現場における作業負荷が大きいという問題がある。 When constructing columns at a construction site, the wooden columns are lifted and installed one by one, so it is necessary to align each of the columns, and also to check the joints between the wooden columns and the structural materials. It is necessary to drive a connecting pin into each of the parts, which poses a problem in that the work load on site is large.

そこで、本発明は、現場における作業負荷を軽減できる連結柱ユニットおよび建物の施工方法を提供することを目的とする。 Therefore, an object of the present invention is to provide a connecting column unit and a building construction method that can reduce the work load on site.

上記目的を達成するため、本発明に係る連結柱ユニットは、水平方向に所定の間隔をあけて配置される複数の木造柱と、前記複数の木造柱を前記所定の間隔をあけた状態に連結する連結材と、前記複数の木造柱それぞれの下端部に接合され、下方に設けられる構造材と接合される下側柱接合材、および、前記複数の木造柱それぞれの上端部に接合され、上方に設けられる構造材と接合される上側柱接合材のうちの少なくとも一方の柱接合材と、を有する。 In order to achieve the above object, the connecting column unit according to the present invention includes a plurality of wooden columns arranged at predetermined intervals in the horizontal direction, and a connecting column unit that connects the plurality of wooden columns at the predetermined intervals. a connecting member that is joined to the lower end of each of the plurality of wooden columns and is joined to a structural member provided below; and a lower column joining material that is joined to the upper end of each of the plurality of wooden columns and is at least one of the upper pillar joining materials to be joined to the structural member provided in the upper pillar joining material.

上記目的を達成するため、本発明に係る建物の施工方法は、連結柱ユニットを製作する連結柱ユニット製作工程と、前記連結柱ユニットを前記構造材に接合する連結柱ユニット設置工程と、を有する。 In order to achieve the above object, a building construction method according to the present invention includes a connecting column unit manufacturing step of manufacturing a connecting column unit, and a connecting column unit installation step of joining the connecting column unit to the structural material. .

連結柱ユニットは、複数の木造柱が所定の間隔をあけた状態に連結されている。このため、連結柱ユニットを工場や建物を建設する敷地内で予め製作してから建物に設置することにより、複数の木造柱を同時に揚重して建物に設置できる。また、複数の木造柱の間隔を設計に合わせた間隔とすることにより、木造柱の位置合わせが容易となる。
更に、木造柱の下端部および上端部の少なくとも一方には、構造材と接合される柱接合材が接合されている。このため、木造柱に接合された柱接合材を構造材に接合することによって、木造柱と構造材とを容易に接合できて建設現場における作業を軽減できるとともに、木造柱と構造材との接合部の精度が向上し、安定した品質を確保できる。
The connecting column unit includes a plurality of wooden columns connected at predetermined intervals. Therefore, by manufacturing the connecting column unit in advance on the site where the factory or building is being constructed and then installing it in the building, a plurality of wooden columns can be simultaneously lifted and installed in the building. Furthermore, by setting the intervals between the plurality of wooden columns to match the design, alignment of the wooden columns becomes easy.
Furthermore, a column joining material to be joined to the structural member is joined to at least one of the lower end and the upper end of the wooden pillar. Therefore, by joining the column joining material that has been joined to the wooden pillar to the structural material, the wooden pillar and the structural material can be easily joined, reducing the work at the construction site. The precision of the parts is improved and stable quality can be ensured.

また、本発明に係る連結柱ユニットでは、前記連結材は、水平方向に隣接する前記木造柱の前記柱接合材を前記所定の間隔をあけた状態に連結してもよい。 Further, in the connecting column unit according to the present invention, the connecting member may connect the column connecting members of the horizontally adjacent wooden columns with the predetermined interval spaced therebetween.

このような構成とすることにより、柱接合材に連結材を取り付けることにより、柱接合材が接合された複数の木造柱を所定の間隔をあけた状態に容易に連結できる。また、柱接合材と連結材とを一体化すれば、複数の木造柱それぞれに柱接合材を取り付けることによって、これらの複数の木造柱を所定の間隔をあけた状態に容易に連結できる。 With such a configuration, by attaching the connecting material to the pillar joining material, it is possible to easily connect a plurality of wooden columns to which the pillar joining materials are joined at a predetermined interval. In addition, by integrating the pillar joining material and the connecting material, the plurality of wooden pillars can be easily connected at a predetermined interval by attaching the pillar joining material to each of the plurality of wooden pillars.

また、本発明に係る連結柱ユニットでは、前記上側柱接合材を有していてもよい。 Further, the connecting column unit according to the present invention may include the above-mentioned upper column joining material.

このような構成とすることにより、連結柱ユニットの複数の木造柱それぞれの上端部を上方に設けられる構造材に容易にかつ確実に接合できる。 With such a configuration, the upper end portions of each of the plurality of wooden columns of the connecting column unit can be easily and reliably joined to the structural member provided above.

また、本発明に係る連結柱ユニットでは、前記下側柱接合材および前記上側柱接合材の両方を有していてもよい。 Furthermore, the connecting column unit according to the present invention may include both the lower column bonding material and the upper column bonding material.

このような構成とすることにより、連結柱ユニットの複数の木造柱それぞれの上端部を上方に設けられる構造材に確実に接合でき、連結柱ユニットの複数の木造柱それぞれの下端部を下方に設けられる構造材に確実に接合できる。このため、連結柱ユニットの複数の木造柱を平行な状態に維持できる。 With this configuration, the upper end of each of the plurality of wooden columns of the connecting column unit can be reliably connected to the structural member provided above, and the lower end of each of the plurality of wooden columns of the connecting column unit can be connected downwardly. It can be reliably bonded to structural materials. Therefore, the plurality of wooden columns of the connecting column unit can be maintained in a parallel state.

また、本発明に係る連結柱ユニットでは、前記連結材と前記上側柱接合材とは、一体に形成されていても。 Further, in the connecting column unit according to the present invention, the connecting member and the upper column joining material may be integrally formed.

このような構成とすることにより、上側柱接合材を複数の木造柱に接合すれば、連結材が取り付けられた状態となるため、複数の木造柱を所定の間隔をあけた状態に容易に連結できる。また、連結材と上側柱接合材とを連結したり取り外したりする作業が無いため、労力を軽減できる。 With this configuration, when the upper column joint material is joined to multiple wooden columns, the connecting materials are attached, making it easy to connect multiple wooden columns at a predetermined distance. can. Further, since there is no work to connect or remove the connecting member and the upper column joining material, labor can be reduced.

また、本発明に係る連結柱ユニットでは、前記連結材は、前記下側柱接合材に着脱可能であってもよい。 Further, in the connecting column unit according to the present invention, the connecting member may be detachable from the lower column joining material.

このような構成とすることにより、連結材が設けられる位置と内部造作材が施工される位置とが重なる場合でも、連結柱ユニットを建物に設置した後に連結材を取り外すことによって内部造作材を容易に施工できる。 With this configuration, even if the location where the connecting member is installed overlaps with the location where the internal fixtures are installed, the internal fixtures can be easily removed by removing the connecting member after installing the connecting column unit in the building. It can be constructed.

また、本発明に係る連結柱ユニットでは、前記連結材は、前記下側柱接合材と接合される鉛直面を有していてもよい。 Furthermore, in the connecting column unit according to the present invention, the connecting member may have a vertical surface that is joined to the lower column joining material.

このような構成とすることにより、連結材を下側柱接合材に接合する際に、鉛直面を下側柱接合材に接触させた状態で行うことができるため、作業性を向上できる。 With this configuration, when joining the connecting member to the lower column joining material, it is possible to do so with the vertical surface in contact with the lower pillar joining material, so that workability can be improved.

また、本発明に係る連結柱ユニットでは、前記連結材は、1つの前記下側柱接合材に対して複数のボルトで固定されていてもよい。 Moreover, in the connecting column unit according to the present invention, the connecting member may be fixed to one of the lower column connecting members with a plurality of bolts.

このような構成とすることにより、連結材の鉛直面の面内の変形を抑制できる。 With such a configuration, deformation in the vertical plane of the connecting member can be suppressed.

また、本発明に係る連結柱ユニットでは、前記下側柱接合材は、下方に設けられる構造材に対する前記木造柱の設置高さを調整可能な設置高さ調整部を有していてもよい。 Further, in the connecting column unit according to the present invention, the lower column joining material may have an installation height adjustment part that can adjust the installation height of the wooden column with respect to the structural member provided below.

このような構成とすることにより、躯体施工誤差を吸収できる。また、連結柱ユニットを設置するスペースの上方に梁が設けられている場合でも、木造柱の設置高さ調整しながら梁の下方に連結柱ユニットを施工できる。これにより、施工順序の制限がなくなり、効率的な施工を行うことができる。 With such a configuration, errors in construction of the frame can be absorbed. Further, even if a beam is provided above the space where the connecting column unit is installed, the connecting column unit can be constructed below the beam while adjusting the installation height of the wooden column. This eliminates restrictions on the order of construction and enables efficient construction.

また、本発明に係る連結柱ユニットでは、前記柱接合材には、前記柱接合材と前記構造材とを固定する固定具が挿入される固定用孔部が形成されていてもよい。 Furthermore, in the connecting column unit according to the present invention, the column joining material may be formed with a fixing hole into which a fixture for fixing the column joining material and the structural material is inserted.

このような構成とすることにより、柱接合材と構造材とを固定具で容易に接合できる。
連結柱ユニットを予め製作する際に固定用孔部を形成しておくことによって、連結柱ユニットを建物に設置した際の固定具の位置決めを容易に行うことができる。
With such a configuration, the column joining material and the structural material can be easily joined using a fixture.
By forming the fixing holes when manufacturing the connecting column unit in advance, it is possible to easily position the fixture when the connecting column unit is installed in a building.

また、本発明に係る連結柱ユニットでは、前記木造柱の下端部に接合される前記柱接合材は、前記構造材の上方に間隔をあけて配置され、前記構造材との間隔に充填材が充填されてもよい。 Further, in the connecting column unit according to the present invention, the column joining material to be joined to the lower end of the wooden column is arranged above the structural material with a space therebetween, and a filler material is provided in the space between the pillar joining material and the structural material. May be filled.

このような構成とすることにより、例えば、構造材が床スラブなどの場合に、構造材の施工誤差や構造材上面に不陸がある場合でも、柱接合材と構造材との間隔によって、これらの施工誤差や不陸を吸収できる。 With this configuration, for example, when the structural material is a floor slab, even if there are construction errors or unevenness on the top surface of the structural material, these can be corrected by the spacing between the column joint material and the structural material. construction errors and unevenness can be absorbed.

また、本発明に係る連結柱ユニットでは、前記木造柱の下端部に接合される前記柱接合材は、前記構造材との間隔に前記充填材を充填するための充填用孔部と、前記構造材との間隔に充填された前記充填材の余剰分を流出させる流出用切欠き部と、を有していてもよい。 Further, in the connecting column unit according to the present invention, the column joining material joined to the lower end portion of the wooden column has a filling hole for filling the filling material into a space between the structural members and the structural member. The filling material may include an outflow notch portion through which an excess amount of the filling material filled in the space between the filling material and the filling material flows out.

このような構成とすることにより、柱接合材と構造材との間隔に充填用孔部から充填材を容易に充填できる。流出用切欠き部から充填材の余剰分が流出することを確認することによって、柱接合材と構造材との間隔に充填材が充填されたかどうかを容易に確認できる。 With such a configuration, it is possible to easily fill the space between the column joining material and the structural material with the filler material from the filling hole. By confirming that the excess amount of the filler flows out from the outflow notch, it can be easily confirmed whether the gap between the column joining material and the structural member is filled with the filler.

また、本発明に係る連結柱ユニットでは、前記木造柱の下端部に接合される前記柱接合材は、前記木造柱の下端面に沿って設けられる下板部と、前記下板部から下方に突出するスペーサと、を有し、前記スペーサは、前記下板部からの突出寸法を調整可能であるとともに、前記構造材と接触すると、前記木造柱に作用する鉛直荷重を前記構造材に伝達可能であってもよい。 Further, in the connecting column unit according to the present invention, the column joining material that is bonded to the lower end of the wooden column has a lower plate portion provided along the lower end surface of the wooden column, and a lower plate portion that extends downward from the lower plate portion. and a protruding spacer, the spacer having an adjustable dimension of protrusion from the lower plate part and, when in contact with the structural member, being able to transmit the vertical load acting on the wooden column to the structural member. It may be.

このような構成とすることにより、連結柱ユニットを構造材に接合する際に、下板部と構造材との間隔に充填材が充填されていない状態であっても、スペーサが構造材と接触することにより、連結柱ユニットの鉛直荷重が構造材に伝達し、連結柱ユニットを安定した状態に維持できる。また、スペーサの突出寸法が調整可能であることにより、スペーサを構造材に確実に接触させることができる。 With this configuration, when joining the connecting column unit to the structural material, the spacer can come into contact with the structural material even if the gap between the lower plate and the structural material is not filled with filler. By doing so, the vertical load of the connecting column unit is transmitted to the structural members, and the connecting column unit can be maintained in a stable state. Furthermore, since the protruding dimension of the spacer is adjustable, the spacer can be brought into reliable contact with the structural material.

また、本発明に係る連結柱ユニットでは、前記連結材は、前記連結柱ユニットを吊り上げる揚重装置のフックを引っ掛け可能であってもよい。 Further, in the connecting column unit according to the present invention, the connecting member may be capable of hooking a hook of a lifting device that lifts the connecting column unit.

このような構成とすることにより、連結柱ユニットを楊重する際に、連結柱ユニットに揚重装置のフックを引っ掛けるための紐や金具を設ける必要が無く、作業を簡便化できる。また、連結ユニットを確実に楊重でき、作業の安全性を確保できる。 With this configuration, when lifting the connecting column unit, there is no need to provide a string or metal fitting for hooking the hook of the lifting device to the connecting column unit, and the work can be simplified. In addition, the connecting unit can be reliably lifted and lifted, ensuring work safety.

また、本発明に係る連結柱ユニットでは、前記木造柱は、仮設部材を取り付け可能な仮設部材取付部を有していてもよい。 Moreover, in the connecting column unit according to the present invention, the wooden column may have a temporary member attachment part to which a temporary member can be attached.

このような構成とすることにより、連結柱ユニットを建物に設置する際に、例えば、仮設ステーを仮設部材取付部に取り付けることによって、仮設時であっても連結柱ユニットを安定した状態に維持できるとともに、仮設ステーによって連結柱ユニットの立ち状態を調整できる。また、例えば、連結柱ユニットを足場と連結するための仮設部材を仮設部材取付部に取り付けることによって、外装資材設置の際の安全を確保できる。 With this configuration, when installing the connecting column unit in a building, for example, by attaching the temporary stay to the temporary member attachment part, the connecting column unit can be maintained in a stable state even during temporary installation. At the same time, the standing condition of the connecting column unit can be adjusted using the temporary stay. Further, for example, by attaching a temporary member for connecting the connecting column unit to the scaffolding to the temporary member attachment part, safety can be ensured when installing the exterior material.

本発明によれば、複数の木造柱を容易に施工できる。 According to the present invention, a plurality of wooden columns can be easily constructed.

連結柱ユニットの一例を示す斜視図である。It is a perspective view showing an example of a connection pillar unit. 連結柱ユニットが設けられる建物の斜視図である。FIG. 2 is a perspective view of a building in which a connecting column unit is provided. 連結柱ユニットの分解斜視図である。FIG. 3 is an exploded perspective view of the connecting column unit. 図3のA部分の拡大図である。4 is an enlarged view of part A in FIG. 3. FIG. 木造柱と柱脚部材との接合を示す斜視図である。FIG. 3 is a perspective view showing a connection between a wooden column and a column base member. 図1のB-B線断面図である。2 is a sectional view taken along line BB in FIG. 1. FIG. 柱脚部材を下方から見た斜視図である。FIG. 3 is a perspective view of the column base member viewed from below. 柱頭連結部材を下方から見た斜視図である。FIG. 3 is a perspective view of the capital connecting member viewed from below. 図2のC部分を示す図である。3 is a diagram showing a portion C in FIG. 2. FIG. 連結柱ユニットと足場とを連結する仮設部材を示す側面図である。It is a side view which shows the temporary member which connects a connecting column unit and a scaffold. 連結柱ユニットと床スラブとを連結する仮設ステーを示す側面図である。FIG. 3 is a side view showing a temporary stay that connects a connecting column unit and a floor slab. 柱脚部材と床スラブとの間のグラウト材の充填を説明する平面図である。FIG. 3 is a plan view illustrating filling of grout between a column base member and a floor slab.

以下、本発明の実施形態による連結柱ユニットおよび建物11の施工方法について、図1-図12に基づいて説明する。
図1に示すように、本実施形態による連結柱ユニット1は、水平方向に間隔をあけて配置される2本の木造柱4を連結してユニット化したものである。木造柱4とは、木材の柱を示し、鉛直荷重を支持可能な構造材である。連結柱ユニット1は、予め工場や建物11が建設される敷地内で製作されてから、図2に示すように、建物11に設置される。本実施形態の建物11は、3階建てである。
Hereinafter, a method of constructing a connecting column unit and a building 11 according to an embodiment of the present invention will be described based on FIGS. 1 to 12.
As shown in FIG. 1, the connecting column unit 1 according to the present embodiment is a unit formed by connecting two wooden columns 4 arranged at an interval in the horizontal direction. The wooden pillar 4 refers to a wooden pillar, and is a structural member capable of supporting a vertical load. The connecting column unit 1 is manufactured in advance in a factory or on the site where the building 11 is constructed, and then installed in the building 11, as shown in FIG. The building 11 of this embodiment has three floors.

連結柱ユニット1は、階ごとに複数設けられる。建物11の2階および3階に設けられる連結柱ユニット1は、上下に配置される鉄骨梁2,2の間に配置され、上下の鉄骨梁2,2それぞれに接合される。上下の鉄骨梁2,2のうちの上側の鉄骨梁2は、連結柱ユニット1が設けられる階の天井の上に設けられる鉄骨梁を示し、下側の鉄骨梁2は、連結柱ユニット1が設けられる階の床の下に設けられる鉄骨梁を示す。 A plurality of connecting column units 1 are provided for each floor. The connecting column units 1 provided on the second and third floors of the building 11 are arranged between the steel beams 2 and 2 arranged above and below, and are joined to the upper and lower steel beams 2 and 2, respectively. Of the upper and lower steel beams 2, 2, the upper steel beam 2 is a steel beam installed above the ceiling of the floor where the connecting column unit 1 is installed, and the lower steel beam 2 is the one installed on the ceiling of the floor where the connecting column unit 1 is installed. Shows the steel beams that will be installed under the floor of the floor where they will be installed.

本実施形態では、鉄骨梁2の上には、床スラブ3が載置されている。連結柱ユニット1は、床スラブ3の上に載置され、床スラブ3を介した状態で下側の鉄骨梁2に接合される。本実施形態では、建物11の2階および3階に設けられる連結柱ユニット1は、床スラブ3にも接合される。
建物11の1階に設けられる連結柱ユニット1は、基礎12と上側の鉄骨梁2との間に配置される。上下の鉄骨梁2,2、床スラブ3および基礎12は、本発明の「構造材」に相当する。
In this embodiment, a floor slab 3 is placed on the steel beam 2. The connecting column unit 1 is placed on a floor slab 3 and is connected to a lower steel beam 2 via the floor slab 3. In this embodiment, the connecting column units 1 provided on the second and third floors of the building 11 are also joined to the floor slab 3.
A connecting column unit 1 provided on the first floor of a building 11 is arranged between a foundation 12 and an upper steel beam 2. The upper and lower steel beams 2, 2, floor slab 3, and foundation 12 correspond to the "structural members" of the present invention.

本実施形態の連結柱ユニット1は、建物11の外周部に沿って複数設けられる。以下の連結柱ユニット1の説明では、建物11の外周に沿った水平方向を幅方向(図面の矢印Xの方向)と表記し、建物11の屋内と屋外を結ぶ水平方向を屋内外方向(図面の矢印Yの方向)と表記する。幅方向と屋内外方向とは、直交する。連結柱ユニット1の説明において、幅方向の中央に対して幅方向の両端がある側を幅方向の外側と表記し、幅方向の両端に対して幅方向の中央がある側を幅方向の内側と表記することがある。 A plurality of connecting column units 1 of this embodiment are provided along the outer circumference of the building 11. In the following description of the connecting column unit 1, the horizontal direction along the outer periphery of the building 11 is referred to as the width direction (direction of arrow direction of arrow Y). The width direction and the indoor/outdoor direction are orthogonal. In the description of the connecting column unit 1, the side where both ends in the width direction are located relative to the center in the width direction is referred to as the outer side in the width direction, and the side where the center in the width direction is located relative to both ends in the width direction is referred to as the inner side in the width direction. It is sometimes written as

図1および図3に示すように、連結柱ユニット1は、幅方向に所定の間隔をあけて配置される2本の木造柱4と、2本の木造柱4の柱頭どうしを連結する柱頭連結部材5と、2本の木造柱4それぞれの柱脚に取り付けられた柱脚部材6と、柱脚部材6どうしを連結する柱脚連結部材7と、を有する。
柱脚部材6は、本発明の「柱接合材」、「下側柱接合材」に相当し、柱脚連結部材7は、本発明の「連結材」に相当する。
As shown in FIGS. 1 and 3, the connecting column unit 1 includes two wooden columns 4 arranged at a predetermined interval in the width direction, and a column capital connection that connects the capitals of the two wooden columns 4 to each other. It has a member 5, a column base member 6 attached to each column base of two wooden columns 4, and a column base connecting member 7 that connects the column base members 6 to each other.
The column base member 6 corresponds to the "column joint material" and "lower column joint material" of the present invention, and the column base connecting member 7 corresponds to the "coupling material" of the present invention.

2本の木造柱4は、断面形状が同じ矩形の角柱である。2本の木造柱4のうちの一方は、連結柱ユニット1の幅方向の一方側の端部に位置し、他方は、連結柱ユニット1の幅方向の他方側の端部に位置する。図2に示すように、連結柱ユニット1が幅方向に隣接して配置されると、隣接する連結柱ユニット1それぞれの互いに隣接する側の木造柱4がわずかな隙間をあけて近接する。後述するが、図2に示す連結柱ユニット1は、柱脚連結部材7が取り外された状態である。 The two wooden columns 4 are rectangular prisms with the same cross-sectional shape. One of the two wooden columns 4 is located at one end of the connecting column unit 1 in the width direction, and the other is located at the other end of the connecting column unit 1 in the width direction. As shown in FIG. 2, when the connecting column units 1 are arranged adjacent to each other in the width direction, the mutually adjacent wooden columns 4 of the adjacent connecting column units 1 come close to each other with a slight gap. As will be described later, the connecting column unit 1 shown in FIG. 2 is in a state with the column base connecting member 7 removed.

図4-図6に示すように、木造柱4の外周における4つの角部それぞれの下端部分には、それぞれの角部が隅切りされた隅切り部41が形成されている。図6では柱脚連結部材7を省略している。
図1および図2に示すように、木造柱4の高さ方向の中間部には、屋内外方向に貫通する貫通孔42が形成される。貫通孔の内部には、仮設部材取付部421が設けられる。仮設部材取付部421は、仮設部材を取り付け可能な金具などを備える。仮設部材取付部421については後述する。
As shown in FIGS. 4 to 6, a corner cut portion 41 is formed at the lower end portion of each of the four corners on the outer periphery of the wooden column 4. In FIG. 6, the column base connecting member 7 is omitted.
As shown in FIGS. 1 and 2, a through-hole 42 is formed in the middle portion of the wooden column 4 in the height direction, and penetrates in the indoor-outdoor direction. A temporary member attachment portion 421 is provided inside the through hole. The temporary member attachment section 421 includes a metal fitting to which a temporary member can be attached. The temporary member attachment portion 421 will be described later.

図4および図5に示すように、柱脚部材6は、柱脚挿入板部61と、下板部62と、を有する。
下板部62は、平板状であり、板面が木造柱4の下端面よりも大きい矩形状である。下板部62は、板面が水平面となる姿勢で木造柱4の下端面の下に重なる。
図6に示すように、下板部62の幅方向の外側の縁部62aは、木造柱4の幅方向の外側の面4aと重なる。下板部62の幅方向の内側の縁部62bは、木造柱4の幅方向の内側の面4bよりも幅方向の内側に突出する。下板部62の屋外側の縁部62cは、木造柱4の屋外側の面42cと重なる。下板部62の屋内側の縁部62dは、木造柱4の屋内側の面4dよりも屋内側に突出する。下板部62は、幅方向の内側に位置する2つの角部および幅方向の外側かつ屋内側に位置する角部の3つの角部が4と重ならずに露出している。
As shown in FIGS. 4 and 5, the column base member 6 includes a column base insertion plate portion 61 and a lower plate portion 62.
The lower plate portion 62 has a flat plate shape, and has a rectangular plate surface larger than the lower end surface of the wooden column 4. The lower plate part 62 overlaps under the lower end surface of the wooden column 4 with the plate surface being a horizontal plane.
As shown in FIG. 6, the outer edge 62a of the lower plate portion 62 in the width direction overlaps with the outer surface 4a of the wooden column 4 in the width direction. The inner edge 62b of the lower plate portion 62 in the width direction protrudes further inward in the width direction than the inner surface 4b of the wooden column 4 in the width direction. The outdoor edge 62c of the lower plate portion 62 overlaps the outdoor surface 42c of the wooden column 4. The indoor side edge 62d of the lower plate part 62 projects further indoors than the indoor side surface 4d of the wooden column 4. In the lower plate part 62, three corners, two corners located on the inside in the width direction and a corner located on the outside and indoor side in the width direction, are exposed without overlapping with the corners 4.

図4および図5に示すように、柱脚挿入板部61は、平板状であり、板面が屋内外方向を向く姿勢で下板部62の上面から上方に突出する。柱脚挿入板部61の板面は、鉛直面である。柱脚挿入板部61は、木造柱4の柱脚に設けられた柱脚溝部45に挿入される。柱脚溝部45は、下方に開口する溝部であり、幅方向に延びる。柱脚溝部45に挿入された柱脚挿入板部61は、ドリフトピン631によって木造柱4に固定される。柱脚挿入板部61には、ドリフトピン631が挿通される接合孔部613が形成されている。
柱脚挿入板部61の幅方向の長さ寸法は、木造柱4の幅方向の長さ寸法よりも大きい。
柱脚挿入板部61の幅方向の外側の縁部61aは、木造柱4の幅方向の外側の面4aよりもやや内側に配置される。柱脚挿入板部61の幅方向の内側の縁部61bは、木造柱4の幅方向の内側の面4bよりも幅方向の内側に突出する。柱脚挿入板部61の上下方向の長さ寸法は、柱脚溝部45の深さと同じである。柱脚溝部45に挿入された柱脚挿入板部61は、木造柱4の下端面から突出しない。図1に示すように、柱脚挿入板部61における木造柱4から幅方向の内側に突出する突出部分611には、柱脚連結部材7を連結するボルトを挿入するための連結孔部612が形成される。
As shown in FIGS. 4 and 5, the column base insertion plate part 61 has a flat plate shape, and projects upward from the upper surface of the lower plate part 62 with the plate surface facing indoors and outdoors. The plate surface of the column base insertion plate portion 61 is a vertical surface. The column base insertion plate portion 61 is inserted into the column base groove portion 45 provided in the column base of the wooden column 4. The column base groove 45 is a groove that opens downward and extends in the width direction. The column base insertion plate portion 61 inserted into the column base groove portion 45 is fixed to the wooden column 4 by a drift pin 631. A joint hole 613 into which a drift pin 631 is inserted is formed in the column base insertion plate 61 .
The length of the column base insertion plate portion 61 in the width direction is larger than the length of the wooden column 4 in the width direction.
The widthwise outer edge 61a of the column base insertion plate portion 61 is arranged slightly inside the widthwise outer surface 4a of the wooden column 4. The inner edge 61b of the column base insertion plate portion 61 in the width direction protrudes further inward in the width direction than the inner surface 4b of the wooden column 4 in the width direction. The vertical length of the column base insertion plate portion 61 is the same as the depth of the column base groove portion 45. The column base insertion plate portion 61 inserted into the column base groove portion 45 does not protrude from the lower end surface of the wooden column 4. As shown in FIG. 1, a protruding portion 611 of the pedestal insertion plate 61 that protrudes inward in the width direction from the wooden column 4 has a connecting hole 612 into which a bolt for connecting the pedestal connecting member 7 is inserted. It is formed.

図7に示すように、下板部62には、屋外側の2つの角部62e,62fおよび屋内側かつ幅方向の内側の1つの角部62gの3つの角部それぞれの近傍箇所、平面視における中央部となる箇所の4か所それぞれに上下方向に貫通するネジ孔621が形成されている。これらのネジ孔621それぞれには、スペーサ622が接合される。スペーサ622は、例えばネジ孔621に下側からねじ込まれるボルトである。スペーサ622は、下板部62から下方に突出する。スペーサ622は、下板部62からの突出寸法を調整可能である。
スペーサ622は、先端部(下端部)が床スラブ3の上面と接触する。これにより、下板部62の下面と、床スラブ3の上面との間に間隔が形成される。この下板部62の下面と床スラブ3の上面との間隔には、グラウト材81が充填される。
As shown in FIG. 7, the lower plate portion 62 includes locations near each of three corners, two corners 62e and 62f on the outdoor side, and one corner 62g on the indoor side and inside in the width direction, in a plan view. Screw holes 621 penetrating in the vertical direction are formed at four locations in the central portion of the screen. A spacer 622 is joined to each of these screw holes 621. The spacer 622 is, for example, a bolt that is screwed into the screw hole 621 from below. The spacer 622 protrudes downward from the lower plate portion 62. The protrusion dimension of the spacer 622 from the lower plate portion 62 can be adjusted.
The leading end (lower end) of the spacer 622 contacts the upper surface of the floor slab 3 . Thereby, a gap is formed between the lower surface of the lower plate part 62 and the upper surface of the floor slab 3. A grout material 81 is filled in the space between the lower surface of the lower plate part 62 and the upper surface of the floor slab 3.

スペーサ622は、下板部62からの突出寸法を調整することによって床スラブ3の上面に対する下板部62の高さを調整可能である。すなわち、スペーサ622は、下板部62からの突出寸法を調整することによって下板部62が取り付けられる木造柱4の設置高さを調整可能である。スペーサ622は、本発明の「設置高さ調整部」に相当する。スペーサ622は、連結柱ユニット1が床スラブ3の上面に設置される前、および床スラブ3の上面に設置された後の両方において下板部62からの突出寸法を調整可能である。 The spacer 622 can adjust the height of the lower plate part 62 with respect to the upper surface of the floor slab 3 by adjusting the protruding dimension from the lower plate part 62. That is, the spacer 622 can adjust the installation height of the wooden pillar 4 to which the lower plate part 62 is attached by adjusting the protruding dimension from the lower plate part 62. The spacer 622 corresponds to the "installation height adjustment section" of the present invention. The spacer 622 can adjust the protrusion dimension from the lower plate part 62 both before the connecting column unit 1 is installed on the upper surface of the floor slab 3 and after it is installed on the upper surface of the floor slab 3.

図6に示すように、下板部62には、幅方向の内側の部分で木造柱4の幅方向の内側の面4bから幅方向の内側に突出する部分に、上下方向に貫通する3つの孔部623-625が屋内外方向に間隔をあけて形成されている。3つの孔部623-625のうち、屋外側の2つの孔部623,624を固定用孔部623,624と表記し、屋内側の1つの孔部625を充填用孔部625と表記する。
2つの固定用孔部623,624は、屋外側の固定用孔部623が柱脚挿入板部61よりも屋外側に配置され、屋内側の固定用孔部624が柱脚挿入板部61よりも屋内側に配置される。
As shown in FIG. 6, the lower plate part 62 has three holes penetrating in the vertical direction at the inner part in the width direction that protrudes inward in the width direction from the inner surface 4b in the width direction of the wooden column 4. Holes 623-625 are formed at intervals in the indoor and outdoor directions. Among the three holes 623 to 625, two holes 623 and 624 on the outdoor side are referred to as fixing holes 623 and 624, and one hole 625 on the indoor side is referred to as a filling hole 625.
The two fixing holes 623 and 624 are arranged such that the fixing hole 623 on the outdoor side is placed closer to the outdoors than the column pedestal insertion plate 61, and the fixing hole 624 on the indoor side is placed closer to the column pedestal inserting plate 61. It is also placed indoors.

2つの固定用孔部623,624は、下板部62と下側の鉄骨梁2とを接合するためのボルト(固定具)が挿入される。
充填用孔部625は、下板部62と床スラブ3との間隔にグラウト材81を充填するための孔部である。グラウト材81は、本発明の「充填材」に相当する。充填用孔部625は、下板部62における屋内側かつ幅方向の内側の角部62fの近傍に設けられる。
Bolts (fixing tools) for joining the lower plate part 62 and the lower steel beam 2 are inserted into the two fixing holes 623 and 624.
The filling hole 625 is a hole for filling the gap between the lower plate part 62 and the floor slab 3 with the grout material 81. The grout material 81 corresponds to the "filler" of the present invention. The filling hole 625 is provided near the corner 62f on the indoor side and inside in the width direction of the lower plate part 62.

下板部62には、屋外側の2つの角部62g,62hおよび屋内側かつ幅方向の外側の角部62eの3つの角部が隅切りされている。下板部62における角部が隅切りされて切り欠かれている部分を流出用切欠き部626と表記する。
3つの流出用切欠き部626のうち、下板部62の屋外側かつ幅方向の外側の角部62hに位置する流出用切欠き部626は、木造柱4の下端部分に形成された隅切り部41の下方に重なる。下板部62と床スラブ3との間隔へグラウト材81を充填する方法ついては後述する。
The lower plate part 62 has three corners cut into corners: two corners 62g and 62h on the outdoor side and a corner 62e on the indoor side and outside in the width direction. A portion of the lower plate portion 62 in which a corner portion is cornered and notched is referred to as an outflow notch portion 626.
Of the three outflow notches 626, the outflow notch 626 located at the outdoor and widthwise outer corner 62h of the lower plate part 62 is a corner cut formed at the lower end of the wooden column 4. It overlaps below the section 41. A method for filling the gap between the lower plate portion 62 and the floor slab 3 with the grout material 81 will be described later.

図1および図3に戻り、柱脚連結部材7は、長尺の鋼材であり、幅方向に延びる。柱脚連結部材7は、断面形状が屋外側に開口するC字形である。柱脚連結部材7は、鉛直板部7aと、下板部7bと、上板部7cと、を有する。鉛直板部7aは、長尺の平板であり、幅方向に延び、板面が鉛直面となる向きに配置される。下板部7bは、鉛直板部7aの下縁部から屋外側に水平に突出している。上板部7cは、鉛直板部7aの上縁部から屋外側に水平に突出している。柱脚連結部材7の幅方向の一方側の端部は、幅方向の一方側の木造柱4に取り付けられた柱脚部材6の柱脚挿入板部61の突出部分611と複数のボルト7e(図3参照)で着脱可能に接合される。柱脚連結部材7の幅方向の他方側の端部は、幅方向の他方側の木造柱4に取り付けられた柱脚部材6の柱脚挿入板部61の突出部分611と複数のボルト7eで着脱可能に接合される。柱脚連結部材7は、柱脚挿入板部61、すなわち、柱脚部材6に着脱可能である。図1に示すように、連結柱ユニット1が建物11に設置された後に、柱脚連結部材7を柱脚部材6から取り外すことができる。
柱脚連結部材7は、柱脚部材6の柱脚挿入板部61の突出部分611に対して屋外側から接合される。柱脚連結部材7の鉛直板部7aの屋内側の面7dが突出部分611の屋外側の面611aと接触する。柱脚連結部材7の鉛直板部7aの屋内側の面7dは、本発明の「鉛直面」に相当する。
Returning to FIGS. 1 and 3, the column base connecting member 7 is a long steel material and extends in the width direction. The column base connecting member 7 has a C-shaped cross section that opens toward the outdoors. The column base connecting member 7 has a vertical plate portion 7a, a lower plate portion 7b, and an upper plate portion 7c. The vertical plate portion 7a is a long flat plate, extends in the width direction, and is arranged with the plate surface facing the vertical plane. The lower plate portion 7b projects horizontally from the lower edge of the vertical plate portion 7a toward the outdoors. The upper plate portion 7c projects horizontally from the upper edge of the vertical plate portion 7a toward the outdoors. One end in the width direction of the column base connecting member 7 is connected to a protruding portion 611 of the column base insertion plate portion 61 of the column base member 6 attached to the wooden column 4 on one side in the width direction and a plurality of bolts 7e ( (see Figure 3). The other end in the width direction of the column base connecting member 7 is connected to the protruding portion 611 of the column base insertion plate portion 61 of the column base member 6 attached to the wooden column 4 on the other side in the width direction and a plurality of bolts 7e. Detachably joined. The column base connecting member 7 is removably attached to the column base insertion plate portion 61, that is, the column base member 6. As shown in FIG. 1, after the connecting column unit 1 is installed in the building 11, the column base connecting member 7 can be removed from the column base member 6.
The column base connecting member 7 is joined to the protruding portion 611 of the column base insertion plate portion 61 of the column base member 6 from the outdoor side. The indoor side surface 7d of the vertical plate portion 7a of the column base connecting member 7 contacts the outdoor side surface 611a of the protruding portion 611. The indoor surface 7d of the vertical plate portion 7a of the column base connecting member 7 corresponds to the "vertical surface" of the present invention.

図1、図3、図8に示すように、柱頭連結部材5は、幅方向に延びる長尺の鋼材である。柱頭連結部材5は、柱頭接合部51と、柱頭連結部52と、を有する。柱頭接合部51および柱頭連結部52は、本発明の「柱接合材」および「上側柱接合材」に相当し、柱頭連結部52は、本発明の「連結材」に相当する。柱頭接合部51は、2本の木造柱4それぞれの上端部に接合される。柱頭接合部51は、1つの柱頭連結部材5に2つ設けられる。柱頭連結部52は、2つの柱頭接合部51を連結する。2つの柱頭接合部51と柱頭連結部52とは、一体に設けられている。すなわち、「柱接合材」と「上側柱接合材」とは、一体に設けられている。 As shown in FIGS. 1, 3, and 8, the column head connecting member 5 is a long steel member extending in the width direction. The capital connecting member 5 has a capital connecting part 51 and a capital connecting part 52. The column capital connecting portion 51 and the column capital connecting portion 52 correspond to the “column connecting material” and the “upper column connecting material” of the present invention, and the column capital connecting portion 52 corresponds to the “coupling material” of the present invention. The column head joint portion 51 is joined to the upper end portions of each of the two wooden columns 4. Two capital joints 51 are provided in one capital connection member 5. The capital connecting portion 52 connects the two capital connecting portions 51. The two capital joint parts 51 and the capital connection part 52 are provided integrally. That is, the "column joining material" and the "upper pillar joining material" are provided integrally.

柱頭接合部51は、柱頭挿入板部511と、上板部512と、を有する。
上板部512は、平板状であり、板面が木造柱4の上端面と略同じ形状である。上板部512は、板面が水平面となる姿勢で木造柱4の上端面の上に重なる。
The capital joint portion 51 includes a capital insertion plate portion 511 and an upper plate portion 512.
The upper plate portion 512 has a flat plate shape, and its plate surface has approximately the same shape as the upper end surface of the wooden column 4. The upper plate portion 512 overlaps the upper end surface of the wooden column 4 with the plate surface being a horizontal plane.

柱頭挿入板部511は、平板状であり、板面が屋内外方向を向く姿勢で上板部512の下面から下方に突出する。柱頭挿入板部511は、木造柱4の柱頭に設けられた柱頭溝部44に挿入される。柱頭溝部44は、上方に開口する溝部であり、幅方向に延びる。柱頭溝部44に挿入された柱頭挿入板部511は、ドリフトピン521によって木造柱4に固定される。柱頭挿入板部511には、ドリフトピン521が挿通される接合孔部513(図8参照)が形成されている。
柱頭挿入板部511の幅方向の長さ寸法は、木造柱4の幅方向の長さ寸法よりもやや小さい。柱頭挿入板部511の上下方向の長さ寸法は、柱頭溝部44の深さと略同じである。柱頭溝部44に挿入された柱頭挿入板部511は、木造柱4の側面および上端面から突出しない。
The column capital insertion plate part 511 has a flat plate shape, and protrudes downward from the lower surface of the upper plate part 512 with the plate surface facing indoors and outdoors. The capital insertion plate portion 511 is inserted into the capital groove portion 44 provided in the capital of the wooden column 4. The capital groove 44 is a groove that opens upward and extends in the width direction. The capital insertion plate portion 511 inserted into the capital groove portion 44 is fixed to the wooden column 4 by a drift pin 521. A joint hole 513 (see FIG. 8) into which a drift pin 521 is inserted is formed in the column head insertion plate 511.
The length of the column head insertion plate portion 511 in the width direction is slightly smaller than the length of the wooden column 4 in the width direction. The vertical length of the capital insertion plate portion 511 is approximately the same as the depth of the capital groove portion 44 . The capital insertion plate portion 511 inserted into the capital groove portion 44 does not protrude from the side surface and upper end surface of the wooden column 4.

柱頭連結部52は、長尺の平板状である。柱頭連結部52は、板面が水平面となる姿勢で一方の端部が一方の柱頭接合部51の上板部512と接合され、他方の端部が他方の柱頭接合部51の上板部512と接合される。柱頭連結部52は、2本の木造柱4の間の上方に配置される。柱頭連結部52の上には、上側の鉄骨梁2(図2参照)が配置される。
柱頭連結部52は、鉄骨梁2と接合される。図8に示すように、柱頭連結部52には、柱頭連結部52と鉄骨梁2を接合するボルト522(図9参照)が挿通されるボルト孔523が幅方向および屋内外方向に間隔をあけて複数形成されている。
The column head connecting portion 52 has an elongated flat plate shape. The capital connecting portion 52 has one end joined to the upper plate portion 512 of one of the capital joining portions 51 in a posture in which the plate surface is a horizontal plane, and the other end thereof is joined to the upper plate portion 512 of the other capital joining portion 51. It is joined with. The column capital connecting portion 52 is arranged above between the two wooden columns 4. The upper steel beam 2 (see FIG. 2) is placed above the column head connection portion 52.
The column head connecting portion 52 is joined to the steel beam 2. As shown in FIG. 8, bolt holes 523 through which bolts 522 (see FIG. 9) that connect the column capital connection portion 52 and the steel beam 2 are inserted are provided in the column capital connection portion 52 at intervals in the width direction and the indoor/outdoor direction. There are multiple formations.

連結柱ユニット1が設けられる建物11の施工方法について説明する。
まず、工場や建設を行う敷地内で、連結柱ユニット1を製作する連結柱ユニット製作工程を行う。連結柱ユニット製作工程では、2本の木造柱4の柱頭に柱頭連結部材5を接合するとともに、2本の木造柱4の柱脚に柱脚部材6と接合して2本の木造柱4それぞれの柱脚部材6に柱脚連結部材7を固定する。このようにして、四方枠状に枠組みされた連結柱ユニット1を製作する。
A construction method for the building 11 in which the connecting column unit 1 is installed will be explained.
First, a connecting column unit manufacturing process for manufacturing the connecting column unit 1 is carried out in a factory or on the premises where construction is to be carried out. In the connecting column unit manufacturing process, the column head connecting member 5 is joined to the capitals of the two wooden columns 4, and the column base members 6 are joined to the column bases of the two wooden columns 4, so that the two wooden columns 4 are connected to each other. The column base connecting member 7 is fixed to the column base member 6. In this way, the connecting column unit 1 framed in the shape of a four-sided frame is manufactured.

製作された連結柱ユニット1を建物11に設置する連結柱ユニット設置工程を行う。
まず、連結柱ユニット1をクレーンなどの揚重装置で楊重し、建物11の設置階に設置する。本実施形態による連結柱ユニット1は、柱頭連結部材5に揚重装置のフック引っ掛けて揚重を行う。
連結柱ユニット1を建物の外周部において床スラブ3の上に設置する。連結柱ユニット1を、床スラブ3を介して下側の鉄骨梁2の鉛直方向上側となる位置に設置する。
連結柱ユニット1を床スラブ3の上に設置する際には、柱脚部材6のスペーサ622の下端部を床スラブ3の上面と接触させる。スペーサ622の下端部が床スラブ3の上面と接触しない場合は、スペーサ622の下板部62からの突出寸法を調整する。このようにして柱脚部材6の下板部62と床スラブ3の上面との間に間隔を形成する。
A connecting column unit installation process is performed in which the manufactured connecting column unit 1 is installed in the building 11.
First, the connecting column unit 1 is lifted using a lifting device such as a crane and installed on the installation floor of the building 11. The connecting column unit 1 according to this embodiment performs lifting by hooking the column head connecting member 5 to the hook of a lifting device.
A connecting column unit 1 is installed on a floor slab 3 at the outer periphery of a building. A connecting column unit 1 is installed at a position vertically above a lower steel beam 2 with a floor slab 3 interposed therebetween.
When installing the connecting column unit 1 on the floor slab 3, the lower end of the spacer 622 of the column base member 6 is brought into contact with the upper surface of the floor slab 3. If the lower end of the spacer 622 does not come into contact with the upper surface of the floor slab 3, the size of the spacer 622 protruding from the lower plate 62 is adjusted. In this way, a gap is formed between the lower plate portion 62 of the column base member 6 and the upper surface of the floor slab 3.

図10に示すように、仮設ステー16の一端を木造柱4に設けられた仮設部材取付部421に取り付け、他端を床スラブ3に取り付ける。これにより、仮設時であっても連結柱ユニットを安定した状態に維持できるとともに、仮設ステー16を移動させながら連結柱ユニット1が鉛直となるように立ち状態を調整できる。
図11に示すように、連結柱ユニット1と足場15と連結する仮設部材151の一端を木造柱4に設けられた仮設部材取付部421に取り付け、他端を足場15に取り付ける。
これにより、外装資材設置の際の安全を確保できる。
As shown in FIG. 10, one end of the temporary stay 16 is attached to a temporary member attachment part 421 provided on the wooden pillar 4, and the other end is attached to the floor slab 3. Thereby, the connecting column unit 1 can be maintained in a stable state even during temporary installation, and the standing state can be adjusted so that the connecting column unit 1 is vertical while moving the temporary stay 16.
As shown in FIG. 11, one end of a temporary member 151 that connects the connecting column unit 1 and the scaffolding 15 is attached to a temporary member attachment part 421 provided on the wooden column 4, and the other end is attached to the scaffolding 15.
This ensures safety when installing exterior materials.

図9に示すように、連結柱ユニット1の柱脚部材6の下板部62の固定用孔部623,624に木造柱側ボルト75を挿入し、下側の鉄骨梁2に接合された高ナット74と締結する。以下の説明では、連結柱ユニット1は、図9において鉄骨梁2よりも上側に示されている連結柱ユニット1を示す。
下板部62の2つの固定用孔部623,624を、それぞれ下方の鉄骨梁2に接合された高ナット74の鉛直方向上側に配置する。高ナット74は、鉄骨梁2の上フランジ71に接合されている。高ナット74は、鉄骨梁2の上フランジ71に形成された孔部72に下方から挿通された鉄骨梁側ボルト73が締結され、鉄骨梁2に接合されている。2つの高ナット74は、床スラブ3に形成された孔部31に配置されている。孔部31は、上下方向から見た平面視形状が屋内外方向に延びる長孔である。本実施形態では、2つの高ナット74が1つの長孔(孔部31)に配置されているが、2つの高ナット74がそれぞれ1つずつ孔部に配置されてもよい。この場合、孔部は、例えば丸孔など、長孔以外であってもよい。高ナット74に木造柱側ボルト75を締結したら、孔部31の内周面と高ナット74との間には、グラウト材82を充填する。
このようにして、連結柱ユニット1を下側の鉄骨梁2と接合する。
As shown in FIG. 9, the wooden column side bolts 75 are inserted into the fixing holes 623, 624 of the lower plate part 62 of the column base member 6 of the connecting column unit 1, and the Fasten with nut 74. In the following description, the connecting column unit 1 refers to the connecting column unit 1 shown above the steel beam 2 in FIG.
The two fixing holes 623 and 624 of the lower plate part 62 are arranged vertically above the tall nut 74 joined to the lower steel beam 2, respectively. The tall nut 74 is joined to the upper flange 71 of the steel beam 2. The high nut 74 is joined to the steel beam 2 by fastening a steel beam side bolt 73 inserted from below into a hole 72 formed in the upper flange 71 of the steel beam 2. Two tall nuts 74 are placed in the holes 31 formed in the floor slab 3. The hole 31 is a long hole whose planar shape when viewed from above and below extends in the indoor and outdoor directions. In this embodiment, two tall nuts 74 are arranged in one elongated hole (hole 31), but two tall nuts 74 may be arranged in each hole. In this case, the hole may be other than a long hole, such as a round hole. After fastening the wooden column side bolt 75 to the tall nut 74, a grout material 82 is filled between the inner circumferential surface of the hole 31 and the tall nut 74.
In this way, the connecting column unit 1 is joined to the lower steel beam 2.

続いて、連結柱ユニット1と上側の鉄骨梁2とを接合する。以下の説明では、連結柱ユニット1は、図9において鉄骨梁2よりも下側に示されている連結柱ユニット1を示す。
連結柱ユニット1の上に鉄骨梁2を設置し、連結柱ユニット1の柱頭連結部材5の柱頭連結部52と上側の鉄骨梁2の下フランジ21とをボルト522で接合する。
このようにして、連結柱ユニット1を下側の鉄骨梁2と接合する。
Subsequently, the connecting column unit 1 and the upper steel beam 2 are joined. In the following description, the connecting column unit 1 refers to the connecting column unit 1 shown below the steel beam 2 in FIG.
The steel beam 2 is installed on the connecting column unit 1, and the column head connecting portion 52 of the column head connecting member 5 of the connecting column unit 1 and the lower flange 21 of the upper steel beam 2 are joined with bolts 522.
In this way, the connecting column unit 1 is joined to the lower steel beam 2.

続いて、柱脚部材6の下板部62と床スラブ3の上面との間にグラウト材81が充填する。
図12に示すように、柱脚部材6の下板部62と床スラブ3との間隔を外周から囲むように、下板部62の縁部に沿った型枠83を設置する。型枠83は、下板部62の流出用切欠き部626には沿わずに、流出用切欠き部626の斜めの部分の外側において角部を形成する。このため、流出用切欠き部626の斜めの部分と型枠83の角部831との間に隙間832が形成される。
Subsequently, a grout material 81 is filled between the lower plate portion 62 of the column base member 6 and the upper surface of the floor slab 3.
As shown in FIG. 12, a formwork 83 is installed along the edge of the lower plate part 62 so as to surround the space between the lower plate part 62 of the column base member 6 and the floor slab 3 from the outer periphery. The formwork 83 does not lie along the outflow notch 626 of the lower plate portion 62, but forms a corner outside the oblique portion of the outflow notch 626. Therefore, a gap 832 is formed between the oblique portion of the outflow notch 626 and the corner 831 of the formwork 83.

この状態で充填用孔部625から下板部62と床スラブ3との間にグラウト材81を注入すると、グラウト材81が下板部62と床スラブ3との間で広がり、下板部62と床スラブ3との間にグラウト材81が充填される。グラウト材81が下板部62の流出用切欠き部626まで到達すると、流出用切欠き部626の斜めの部分と型枠83の角部831との間の隙間832から上方に流出する。流出用切欠き部626は、充填用孔部625と離れた位置に設けられるため、3つの流出用切欠き部626と型枠83との隙間832からグラウト材81が流出したことを確認できれば、グラウト材81が下板部62と床スラブ3との間に充填されたと確認できる。
グラウト材81が硬化したら型枠83を撤去する。
When the grout material 81 is injected between the lower plate part 62 and the floor slab 3 from the filling hole part 625 in this state, the grout material 81 spreads between the lower plate part 62 and the floor slab 3, and the grout material 81 spreads between the lower plate part 62 and the floor slab 3. A grout material 81 is filled between the floor slab 3 and the floor slab 3. When the grout material 81 reaches the outflow notch 626 of the lower plate part 62, it flows upward through the gap 832 between the diagonal part of the outflow notch 626 and the corner 831 of the formwork 83. Since the outflow notches 626 are provided at a position apart from the filling hole 625, if it is confirmed that the grout material 81 has flowed out from the gaps 832 between the three outflow notches 626 and the formwork 83, It can be confirmed that the grout material 81 is filled between the lower plate part 62 and the floor slab 3.
Once the grout material 81 has hardened, the formwork 83 is removed.

連結柱ユニット1が上下の鉄骨梁2に接合されたら、必要に応じて連結柱ユニット1と足場15と連結する仮設部材151および仮設ステー16を撤去する。
また、必要に応じて、柱脚連結部材7を柱脚部材6から外して撤去する。
Once the connecting column unit 1 is joined to the upper and lower steel beams 2, the temporary members 151 and temporary stays 16 that connect the connecting column unit 1 and the scaffolding 15 are removed as necessary.
Further, if necessary, the column base connecting member 7 is removed from the column base member 6 and removed.

次に、上述した本発明の実施形態による連結柱ユニット1および建物11の施工方法の作用・効果について説明する。
連結柱ユニット1は、2本の木造柱4が幅方向に間隔をあけた状態に連結されている。
このため、連結柱ユニット1を工場や建物11を建設する敷地内で予め製作してから建物11に設置することにより、2本の木造柱4を同時に設置できる。また、2本の木造柱4の間隔を設計に合わせた間隔とすることにより、木造柱4の位置合わせが容易となる。
更に、木造柱4の下端部に柱脚部材6が接合され、木造柱4の上端部に柱頭連結部材5が接合されていることにより、柱脚部材6を下側の鉄骨梁2に接合し、柱頭連結部材5を上側の鉄骨梁2に接合すれば、木造柱4と上下の鉄骨梁2とを容易に接合できて建設現場における作業を軽減できるとともに、木造柱4と鉄骨梁2との接合部の精度が向上し、安定した品質を確保できる。特に、本実施形態では、柱脚部材6および柱頭連結部材5を木造柱4に接合するためのドリフトピン521,531の打込みを現場で行う必要がないため、建設現場における作業を軽減できる。
Next, the functions and effects of the construction method of the connecting column unit 1 and the building 11 according to the embodiment of the present invention described above will be explained.
In the connecting column unit 1, two wooden columns 4 are connected to each other with an interval in the width direction.
Therefore, two wooden columns 4 can be installed at the same time by manufacturing the connecting column unit 1 in advance in a factory or on the site where the building 11 is to be constructed and then installing it in the building 11. Furthermore, by setting the interval between the two wooden columns 4 to a value that matches the design, alignment of the wooden columns 4 becomes easy.
Furthermore, the column base member 6 is joined to the lower end of the wooden column 4, and the column head connecting member 5 is joined to the upper end of the wooden column 4, so that the column base member 6 can be connected to the lower steel beam 2. If the column head connecting member 5 is connected to the upper steel beam 2, the wooden column 4 and the upper and lower steel beams 2 can be easily connected, reducing the work at the construction site, and the connection between the wooden column 4 and the steel beam 2 is reduced. The accuracy of joints is improved and stable quality can be ensured. In particular, in this embodiment, it is not necessary to drive the drift pins 521, 531 for joining the column base member 6 and the column capital connecting member 5 to the wooden column 4 on site, so that the work at the construction site can be reduced.

連結柱ユニット1の柱脚連結部材7は、2本の木造柱4の柱脚部材6どうしを連結している。これにより、柱脚部材6に柱脚連結部材7を取り付けることにより、2本の木造柱4を所定の間隔をあけた状態に容易に連結できる。また、柱頭連結部材5のように、柱頭接合部51と柱頭連結部52とを一体化すれば、2の木造柱4それぞれに柱頭接合部51を取り付けることで、柱頭連結部52によって2本の木造柱4が連結されるため、連結柱ユニット1を容易に製作できる。 The column base connecting member 7 of the connecting column unit 1 connects the column base members 6 of the two wooden columns 4 to each other. Thereby, by attaching the column base connecting member 7 to the column base member 6, it is possible to easily connect the two wooden columns 4 with a predetermined distance therebetween. Moreover, if the column capital connection part 51 and the column capital connection part 52 are integrated like the column capital connection member 5, by attaching the column capital connection part 51 to each of the two wooden columns 4, the column capital connection part 52 can connect the two columns. Since the wooden columns 4 are connected, the connecting column unit 1 can be easily manufactured.

連結柱ユニット1の柱脚連結部材7は、2本の木造柱4の柱脚部材6に着脱可能である。これにより、柱脚連結部材7が設けられる位置と内部造作材が施工される位置とが重なる場合でも、連結柱ユニット1を建物11に設置した後に柱脚連結部材7を取り外すことによって内部造作材を容易に施工できる。 The column base connecting member 7 of the connecting column unit 1 is detachable from the column base members 6 of the two wooden columns 4. As a result, even if the position where the column base connecting member 7 is installed and the position where the internal fixtures are installed overlap, the internal fixtures can be removed by removing the column base connecting member 7 after installing the connecting column unit 1 in the building 11. can be easily constructed.

連結柱ユニット1の柱脚部材6および柱頭連結部材5の柱頭接合部51には、鉄骨梁2と固定するための木造柱側ボルト75が挿入される固定用孔部623,624が形成されている。これにより、柱脚部材6および柱頭連結部材5を鉄骨梁2に容易に接合できる。
また、連結柱ユニット1を製作する際に固定用孔部623,624を形成しておくことによって、連結柱ユニット1を建物11に設置した際の木造柱側ボルト75の位置決めを容易に行うことができる。
Fixing holes 623 and 624 into which wooden column side bolts 75 for fixing to the steel beam 2 are inserted are formed in the column base member 6 of the connecting column unit 1 and the column head joint 51 of the column capital connecting member 5. There is. Thereby, the column base member 6 and the column head connecting member 5 can be easily joined to the steel beam 2.
Furthermore, by forming the fixing holes 623 and 624 when manufacturing the connecting column unit 1, it is possible to easily position the wooden column side bolts 75 when the connecting column unit 1 is installed in the building 11. Can be done.

連結柱ユニット1の柱脚部材6は、床スラブ3の上方に間隔をあけて配置され、床スラブ3との間にグラウト材が充填されている。このような構成とすることにより、床スラブ3の施工誤差や床スラブ3の上面に不陸がある場合でも、柱脚部材6と床スラブ3との隙間によって、これらの施工誤差や不陸を吸収できる。 The column base members 6 of the connecting column unit 1 are arranged above the floor slab 3 at intervals, and a gap between the column base members 6 and the floor slab 3 is filled with grout. With this configuration, even if there are construction errors in the floor slab 3 or unevenness on the top surface of the floor slab 3, the gaps between the column base members 6 and the floor slab 3 can eliminate these construction errors and unevenness. It can be absorbed.

連結柱ユニット1の柱脚部材6は、床スラブ3との間にグラウト材を充填するための充填用孔部625と、床スラブ3との間に充填されたグラウト材の余剰分を流出させる流出用切欠き部626と、を有する。これにより、柱脚部材6と床スラブ3との間にグラウト材を容易に充填できるとともに、グラウト材が確実に充填されたかどうかを容易に確認できる。 The column base member 6 of the connecting column unit 1 has a filling hole 625 for filling the grout between the floor slab 3 and the floor slab 3, and allows the surplus of the grout filled between the floor slab 3 and the floor slab 3 to flow out. It has an outflow notch 626. Thereby, the grout material can be easily filled between the column base member 6 and the floor slab 3, and it can be easily confirmed whether the grout material has been reliably filled.

連結柱ユニット1の柱脚部材6は、下板部62と、下板部62から下方に突出する複数のスペーサ622と、を有し、スペーサ622は、下板部62からの突出寸法を調整可能であるとともに、床スラブ3と接触すると、木造柱4に作用する鉛直荷重を床スラブ3に伝達可能である。
このような構成とすることにより、連結柱ユニット1を上下の鉄骨梁2に接合する際に、下板部62と床スラブ3との間にグラウト材が充填されていない状態であっても、スペーサ622が床スラブ3と接触することにより、連結柱ユニット1を安定した状態に維持できる。また、スペーサ622の突出寸法を調整可能であるため、スペーサ622を床スラブ3に確実に接触させることができる。
The column base member 6 of the connecting column unit 1 has a lower plate part 62 and a plurality of spacers 622 that protrude downward from the lower plate part 62, and the spacers 622 adjust the protrusion dimension from the lower plate part 62. This is possible, and upon contact with the floor slab 3, the vertical load acting on the wooden column 4 can be transmitted to the floor slab 3.
With such a configuration, when connecting the connecting column unit 1 to the upper and lower steel beams 2, even if grout is not filled between the lower plate part 62 and the floor slab 3, By contacting the spacer 622 with the floor slab 3, the connecting column unit 1 can be maintained in a stable state. Moreover, since the protruding dimension of the spacer 622 can be adjusted, the spacer 622 can be brought into reliable contact with the floor slab 3.

連結柱ユニット1の柱頭連結部材5は、連結柱ユニット1を吊り上げる揚重装置のフックを引っ掛け可能である。これにより、連結柱ユニット1を楊重する際に、連結柱ユニット1に揚重装置のフックを引っ掛けるための紐や金具を設ける必要が無く、作業を簡便化できる。 The column head connecting member 5 of the connecting column unit 1 can be hooked with a hook of a lifting device that lifts the connecting column unit 1. Thereby, when lifting the connecting column unit 1, there is no need to provide a string or metal fittings for hooking the hook of the lifting device on the connecting column unit 1, and the work can be simplified.

連結柱ユニット1の木造柱4は、仮設部材を取り付け可能な仮設部材取付部421を有する。これにより、例えば、仮設ステー16を仮設部材取付部421に取り付けることによって、仮設時であっても連結柱ユニット1を安定した状態に維持できるとともに、仮設ステー16によって連結柱ユニット1の立ち状態を調整できる。また、例えば、連結柱ユニット1を足場と連結するための仮設部材151を仮設部材取付部421に取り付けることによって、外装資材設置の際の安全を確保できる。 The wooden pillar 4 of the connecting pillar unit 1 has a temporary member attachment part 421 to which a temporary member can be attached. As a result, for example, by attaching the temporary stay 16 to the temporary member attachment part 421, the connecting column unit 1 can be maintained in a stable state even during temporary installation, and the temporary stay 16 can maintain the standing state of the connecting column unit 1. Can be adjusted. Further, for example, by attaching the temporary member 151 for connecting the connecting column unit 1 to the scaffolding to the temporary member attachment portion 421, safety can be ensured when installing the exterior material.

以上、本発明による連結柱ユニットおよび建物の施工方法の実施形態について説明したが、本発明は上記の実施形態に限定されるものではなく、その趣旨を逸脱しない範囲で適宜変更可能である。
例えば、上記の実施形態では、連結柱ユニット1は、2本の木造柱4が連結されているが、3本以上の木造柱4が連結されていてもよい。
上記の実施形態では、連結柱ユニット1は、2本の木造柱4の下端部どうしが柱脚部材6および柱脚連結部材7によって連結され、上端部どうしが柱頭連結部材5によって連結されている。本発明による連結柱ユニットは、複数の木造柱4それぞれの下端部および上端部のいずれかが連結されていてもよい。
連結柱ユニットは、連結材によって複数の木造柱4が連結され、複数の木造柱4の下端部および上端部の少なくとも一方が、柱接合材によって下方または上方に設けられた構造材と接合されていればよい。すなわち、連結柱ユニットは、複数の木造柱の下端部に設けられた下側柱接合材によって下方の構造材と接合されている形態、および複数の木造柱の上端部に設けられた上側柱接合材によって上方の構造材と接合されている形態の少なくとも一方の形態を有していればよい。
上記の実施形態では、連結柱ユニット1は、建物11の外周部に沿って設けられているが、建物11の外周部よりも内側に設けられていてもよい。
上記の実施形態では、連結柱ユニット1は、上下の鉄骨梁2や床スラブ3に接合されているが、鉄骨梁以外の構造材に固定されてもよい。例えば、木造梁や土台などに接合されてもよい。
Although the embodiments of the connecting column unit and building construction method according to the present invention have been described above, the present invention is not limited to the above-described embodiments, and can be modified as appropriate without departing from the spirit thereof.
For example, in the above embodiment, the two wooden columns 4 are connected in the connecting column unit 1, but three or more wooden columns 4 may be connected.
In the above embodiment, in the connecting column unit 1, the lower ends of the two wooden columns 4 are connected to each other by the column base member 6 and the column base connecting member 7, and the upper ends are connected to each other by the column capital connecting member 5. . In the connecting column unit according to the present invention, either the lower end or the upper end of each of the plurality of wooden columns 4 may be connected.
In the connecting column unit, a plurality of wooden columns 4 are connected by a connecting material, and at least one of a lower end and an upper end of the plurality of wooden columns 4 is connected to a structural member provided below or above by a column connecting material. That's fine. In other words, the connecting column unit is connected to a lower structural member by a lower column connecting material provided at the lower end of a plurality of wooden columns, and an upper column connecting material provided at the upper end of a plurality of wooden columns. It is sufficient that the structure has at least one form in which it is connected to the upper structural member by a material.
In the above embodiment, the connecting column unit 1 is provided along the outer periphery of the building 11, but may be provided inside the outer periphery of the building 11.
In the above embodiment, the connecting column unit 1 is joined to the upper and lower steel beams 2 and the floor slab 3, but it may be fixed to a structural member other than the steel beam. For example, it may be joined to a wooden beam or foundation.

上記の実施形態では、2本の木造柱4それぞれの下端部には柱脚部材6が取り付けられ、柱脚連結部材7は、2本の木造柱4それぞれの柱脚部材6どうしを連結している。これに対し、2本の木造柱4それぞれの下端部どうしを連結する柱脚連結部材7は、2本の木造柱4それぞれに直接取り付けられていてもよい。このような場合、柱脚連結部材7には、木造柱4と接合される鉛直面が設けられていてもよい。例えば、柱脚連結部材7の端部が折り曲げられており、折り曲げられた部分に木造柱4の側面と面接触する鉛直面が形成されていてもよい。
上記の実施形態では、柱脚連結部材7は、2本の木造柱4それぞれの柱脚部材6に着脱可能であるが、柱脚部材6と一体化していて、柱脚部材6から取り外せないように構成されていてもよい。
上記の実施形態では、柱脚連結部材7と柱脚部材6とは、柱脚連結部材7の鉛直板部7aの屋内側の面7dが突出部分611の屋外側の面611aと接触した状態で、複数のボルト7eで接合されている。柱脚連結部材7と柱脚部材6とは、鉛直面どうしが接触していなくてもよいし、ボルト接合以外の接合によって着脱可能に接合されていてもよい。柱脚連結部材7の断面形状は、上記のC字形以外であってもよい。また、柱脚連結部材7の端部が折り曲げられており、折り曲げられた部分に柱脚部材6と面接触する鉛直面が形成されていてもよい。
上記の実施形態では、柱脚連結部材7が突出部分611の屋外側に配置されているが、柱脚連結部材7が突出部分611の屋内側に配置されていてもよい。
In the above embodiment, the column base member 6 is attached to the lower end of each of the two wooden columns 4, and the column base connecting member 7 connects the column base members 6 of the two wooden columns 4 to each other. There is. On the other hand, the column base connecting member 7 that connects the lower ends of the two wooden columns 4 may be directly attached to each of the two wooden columns 4. In such a case, the column base connecting member 7 may be provided with a vertical surface that is joined to the wooden column 4. For example, the end of the column base connecting member 7 may be bent, and a vertical surface that makes surface contact with the side surface of the wooden column 4 may be formed at the bent portion.
In the above embodiment, the column base connecting member 7 is detachable from the column base member 6 of each of the two wooden columns 4, but is integrated with the column base member 6 and cannot be removed from the column base member 6. It may be configured as follows.
In the above embodiment, the column pedestal connecting member 7 and the column pedestal member 6 are arranged such that the indoor side surface 7d of the vertical plate portion 7a of the column pedestal connecting member 7 is in contact with the outdoor side surface 611a of the protruding portion 611. , are joined by a plurality of bolts 7e. The column pedestal connecting member 7 and the column pedestal member 6 may not be in contact with each other in their vertical surfaces, or may be removably joined by a connection other than bolt connection. The cross-sectional shape of the column base connecting member 7 may be other than the C-shape described above. Further, the end portion of the column pedestal connecting member 7 may be bent, and a vertical surface that makes surface contact with the column pedestal member 6 may be formed in the bent portion.
In the above embodiment, the column pedestal connecting member 7 is arranged on the outdoor side of the protruding portion 611, but the column pedestal connecting member 7 may be arranged on the indoor side of the protruding portion 611.

上記の実施形態では、2本の木造柱4それぞれの上端部には、柱頭接合部51と柱頭連結部52とが一体化した柱頭連結部材5が取り付けられている。柱頭接合部51と柱頭連結部52とは、別部材であってもよいし、柱頭連結部52が柱頭接合部51に着脱可能な構成であってもよい。2本の木造柱4を連結する柱頭連結部52は、2本の木造柱4それぞれに直接接合されていてもよい。 In the embodiment described above, the column capital connecting member 5 in which the column capital connecting part 51 and the column capital connecting part 52 are integrated is attached to the upper end of each of the two wooden columns 4. The capital connecting portion 51 and the capital connecting portion 52 may be separate members, or the capital connecting portion 52 may be detachably attached to the capital connecting portion 51. The column head connecting portion 52 that connects the two wooden columns 4 may be directly joined to each of the two wooden columns 4.

上記の実施形態では、連結柱ユニット1の柱脚部材6および柱頭連結部材5の柱頭接合部51には、鉄骨梁2と固定するための固定具が挿入される固定用孔部623,624が形成されているが、固定用孔部623,624が形成されていなくてもよい。柱脚部材6および柱頭連結部材5の柱頭接合部51と建物の構造材との接合は、ボルト接合や、ボルトおよび高ナットを用いた接合以外であってもよい。 In the above embodiment, the column base member 6 of the connecting column unit 1 and the column head joint 51 of the column head connecting member 5 have fixing holes 623 and 624 into which fixing tools for fixing to the steel beam 2 are inserted. However, the fixing holes 623 and 624 may not be formed. The connection between the column head joint 51 of the column base member 6 and the column capital connection member 5 and the structural material of the building may be other than bolt connection or connection using a bolt and a tall nut.

上記の実施形態では、連結柱ユニット1の柱脚部材6の下板部62と床スラブ3との間にグラウト材が充填されているが、柱脚部材6の下板部62が床スラブ3や鉄骨梁2などの下側構造材に直接接触していてもよい。これにより、柱脚部材6には、グラウト材を充填するための充填用孔部625、および充填されたグラウト材の余剰分を流出させる流出用切欠き部626が設けられていなくてもよい。柱脚部材6には、下板部62から下方に突出して下側構造材と接触する複数のスペーサ622が設けられていなくてもよい。また、スペーサ622は、下板部62からの突出寸法を調整できなくてもよい。すなわち、連結柱ユニット1には、木造柱4の設置高さを調整可能な設置高さ調整部が設けられていなくてもよい。 In the above embodiment, the grout material is filled between the lower plate part 62 of the column base member 6 of the connecting column unit 1 and the floor slab 3. It may also be in direct contact with lower structural members such as steel beams 2 or the like. As a result, the column base member 6 does not need to be provided with the filling hole 625 for filling with grout and the outflow notch 626 for draining the surplus of the filled grout. The column base member 6 does not need to be provided with the plurality of spacers 622 that protrude downward from the lower plate portion 62 and come into contact with the lower structural member. Furthermore, the dimension of the spacer 622 protruding from the lower plate portion 62 may not be adjustable. That is, the connecting column unit 1 does not need to be provided with an installation height adjustment section that can adjust the installation height of the wooden column 4.

上記の実施形態では、柱頭連結部材5は、連結柱ユニット1を吊り上げる揚重装置のフックを引っ掛け可能に構成されているが、このように構成されていなくてもよい。 In the above embodiment, the column head connecting member 5 is configured to be able to hook the hook of the lifting device that lifts the connecting column unit 1, but it does not have to be configured in this way.

上記の実施形態では、木造柱4には仮設部材を取り付け可能な仮設部材取付部421が設けられているが、仮設部材取付部421が設けられていなくてもよい。また、仮設部材取付部421の形態は、上記以外であってもよい。 In the above embodiment, the wooden pillar 4 is provided with the temporary member attachment part 421 to which a temporary member can be attached, but the temporary member attachment part 421 may not be provided. Moreover, the form of the temporary member attachment part 421 may be other than the above.

1 連結柱ユニット
2 鉄骨梁
2 鉄骨梁
3 床スラブ
4 木造柱
5 柱頭連結部材(柱接合材、上側柱接合材、連結材)
6 柱脚部材(柱接合材、下側柱接合材)
7 柱脚連結部材(連結材)
7a 鉛直板部
7d 屋内側の面(鉛直面)
11 建物
12 基礎
16 仮設ステー(仮設部材)
51 柱頭接合部(柱接合材、上側柱接合材)
52 柱頭連結部(柱接合材、下側柱接合材、連結材)
81 グラウト材
83 型枠
151 仮設部材
421 仮設部材取付部
622 スペーサ(設置高さ調整部)
623,624 固定用孔部
625 充填用孔部
626 流出用切欠き部
1 Connecting column unit 2 Steel beam 2 Steel beam 3 Floor slab 4 Wooden column 5 Column connection member (column connection material, upper column connection material, connection material)
6 Column base members (column joint material, lower column joint material)
7 Column base connection member (connection material)
7a Vertical plate part 7d Indoor side surface (vertical surface)
11 Building 12 Foundation 16 Temporary stay (temporary member)
51 Column head joint (column joint material, upper column joint material)
52 Column connection part (column connection material, lower column connection material, connection material)
81 Grout material 83 Formwork 151 Temporary member 421 Temporary member attachment part 622 Spacer (installation height adjustment part)
623, 624 Fixing hole 625 Filling hole 626 Outflow notch

Claims (16)

水平方向に所定の間隔をあけて配置される複数の木造柱と、
前記複数の木造柱を前記所定の間隔をあけた状態に連結する連結材と、
前記複数の木造柱それぞれの下端部に接合され、下方に設けられる構造材と接合される下側柱接合材、および、前記複数の木造柱それぞれの上端部に接合され、上方に設けられる構造材と接合される上側柱接合材のうちの少なくとも一方の柱接合材と、を有する連結柱ユニット。
A plurality of wooden columns arranged at predetermined intervals in the horizontal direction;
a connecting member that connects the plurality of wooden columns at the predetermined intervals;
A lower column joining material that is joined to the lower end of each of the plurality of wooden columns and is joined to a structural member provided below, and a structural member that is joined to the upper end of each of the plurality of wooden columns and provided above. and at least one of the upper column joining materials to be joined to the connecting pillar unit.
前記連結材は、水平方向に隣接する前記木造柱の前記柱接合材を前記所定の間隔をあけた状態に連結する請求項1に記載の連結柱ユニット。 The connecting column unit according to claim 1, wherein the connecting member connects the column connecting members of the horizontally adjacent wooden columns at the predetermined interval. 前記上側柱接合材を有する請求項1または2に記載の連結柱ユニット。 The connecting column unit according to claim 1 or 2, comprising the upper column joining material. 前記下側柱接合材および前記上側柱接合材の両方を有する請求項1または2に記載の連結柱ユニット。 The connecting column unit according to claim 1 or 2, comprising both the lower column joining material and the upper column joining material. 前記連結材と前記上側柱接合材とは、一体に形成されている請求項1または2に記載の連結柱ユニット。 The connecting column unit according to claim 1 or 2, wherein the connecting member and the upper column joining material are integrally formed. 前記連結材は、前記下側柱接合材に着脱可能である請求項2に記載の連結柱ユニット。 The connecting column unit according to claim 2, wherein the connecting member is detachable from the lower column joining material. 前記連結材は、前記下側柱接合材と接合される鉛直面を有する請求項6に記載の連結柱ユニット。 The connecting column unit according to claim 6, wherein the connecting member has a vertical surface that is joined to the lower column connecting material. 前記連結材は、1つの前記下側柱接合材に対して複数のボルトで固定されている請求項6または7に記載の連結柱ユニット。 The connecting column unit according to claim 6 or 7, wherein the connecting member is fixed to one of the lower column connecting members with a plurality of bolts. 前記下側柱接合材は、下方に設けられる構造材に対する前記木造柱の設置高さを調整可能な設置高さ調整部を有する請求項1または2に記載の連結柱ユニット。 The connecting column unit according to claim 1 or 2, wherein the lower column connecting material has an installation height adjustment part that can adjust the installation height of the wooden column with respect to the structural material provided below. 前記柱接合材には、前記柱接合材と前記構造材とを固定する固定具が挿入される固定用孔部が形成される請求項1または2に記載の連結柱ユニット。 3. The connecting column unit according to claim 1, wherein the column bonding material has a fixing hole portion into which a fixture for fixing the column bonding material and the structural material is inserted. 前記下側柱接合材は、前記構造材の上方に間隔をあけて配置され、前記構造材との間隔に充填材が充填される請求項1または2に記載の連結柱ユニット。 The connecting column unit according to claim 1 or 2, wherein the lower column joining material is arranged above the structural material at a distance, and a filler is filled in the space between the lower column joining material and the structural material. 前記下側柱接合材は、
前記構造材との間隔に前記充填材を充填するための充填用孔部と、
前記構造材との間隔に充填された前記充填材の余剰分を流出させる流出用切欠き部と、を有する請求項11に記載の連結柱ユニット。
The lower column joining material is
a filling hole for filling the filler into a gap with the structural material;
12. The connecting column unit according to claim 11, further comprising an outflow notch portion through which an excess amount of the filler filled in the space between the structural member and the structural member flows out.
前記下側柱接合材は、
前記木造柱の下端面に沿って設けられる下板部と、
前記下板部から下方に突出するスペーサと、を有し、
前記スペーサは、前記下板部からの突出寸法を調整可能であるとともに、前記構造材と接触すると、前記木造柱に作用する鉛直荷重を前記構造材に伝達可能である請求項11に記載の連結柱ユニット。
The lower column joining material is
a lower plate portion provided along the lower end surface of the wooden column;
a spacer protruding downward from the lower plate portion,
12. The connection according to claim 11, wherein the spacer is capable of adjusting a protrusion dimension from the lower plate part, and is also capable of transmitting a vertical load acting on the wooden column to the structural member when it comes into contact with the structural member. pillar unit.
前記連結材は、前記連結柱ユニットを吊り上げる揚重装置のフックを引っ掛け可能である請求項1または2に記載の連結柱ユニット。 The connecting column unit according to claim 1 or 2, wherein the connecting member is capable of hooking a hook of a lifting device that lifts the connecting column unit. 前記木造柱は、仮設部材を取り付け可能な仮設部材取付部を有する請求項1または2に記載の連結柱ユニット。 The connecting column unit according to claim 1 or 2, wherein the wooden column has a temporary member attachment part to which a temporary member can be attached. 請求項1に記載の連結柱ユニットを製作する連結柱ユニット製作工程と、
前記連結柱ユニットを前記構造材に接合する連結柱ユニット設置工程と、を有する建物の施工方法。
A connecting column unit manufacturing step of manufacturing the connecting column unit according to claim 1;
A method for constructing a building, comprising: a connecting column unit installation step of joining the connecting column unit to the structural material.
JP2023107286A 2022-07-19 2023-06-29 Connecting column unit and building construction method Pending JP2024013210A (en)

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