JP2012246609A - Column joint structure - Google Patents

Column joint structure Download PDF

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JP2012246609A
JP2012246609A JP2011116694A JP2011116694A JP2012246609A JP 2012246609 A JP2012246609 A JP 2012246609A JP 2011116694 A JP2011116694 A JP 2011116694A JP 2011116694 A JP2011116694 A JP 2011116694A JP 2012246609 A JP2012246609 A JP 2012246609A
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column
core material
layer
pillar
column core
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JP6190568B2 (en
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Atsuchika Hanai
厚周 花井
Naoki Aso
直木 麻生
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Takenaka Komuten Co Ltd
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Takenaka Komuten Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide a column joint structure which can surely transfer a vertical load from an upper column to a lower column.SOLUTION: A lower column core 20 and an upper column core 26 are joined together with a joint member 16 so that axial force is transferred from the bottom face of the upper column core 26 to the top face of the lower column core 20, thereby surely transferring the vertical load of an upper column 14 to a lower column 12.

Description

本発明は、木造の下柱と上柱とを接合する柱接合構造に関する。   The present invention relates to a column joint structure for joining a wooden lower column and an upper column.

特許文献1には、木材からなる荷重支持層と、荷重支持層の外側に設けられる燃え止まり層と、燃え止まり層の外側に設けられる燃え代層と、を有する複合木質構造材が開示されている。このような3層構造の複合木質構造材を下柱及び上柱とし、下柱の上に上柱を載置して接合する場合、荷重支持層を介して上柱から下柱へ鉛直荷重が伝達されるように接合しなければならない。   Patent Document 1 discloses a composite wood structure material having a load support layer made of wood, a flame stop layer provided outside the load support layer, and a burn allowance layer provided outside the flame stop layer. Yes. When such a three-layer composite wood structure material is used as the lower and upper pillars and the upper pillar is placed on the lower pillar and joined, a vertical load is applied from the upper pillar to the lower pillar via the load support layer. Must be joined to be transmitted.

特開2008−2189号公報JP 2008-2189 A

本発明は係る事実を考慮し、上柱から下柱へ鉛直荷重を確実に伝達することができる柱接合構造を提供することを課題とする。   This invention considers the fact which concerns, and makes it a subject to provide the column joining structure which can transmit a vertical load reliably from an upper pillar to a lower pillar.

請求項1に記載の発明は、荷重を支持する木製の下柱心材と、前記下柱心材の外周を取り囲む第1燃え止まり層と、前記第1燃え止まり層の外周を取り囲む木製の第1燃え代層と、を備えた下柱と、荷重を支持する木製の上柱心材と、前記上柱心材の外周を取り囲む第2燃え止まり層と、前記第2燃え止まり層の外周を取り囲む木製の第2燃え代層と、を備え、前記下柱の上に載置された上柱と、前記上柱心材の下面から前記下柱心材の上面へ軸力が伝達されるように、前記下柱心材と前記上柱心材とをつなぐ接合部材と、を有する柱接合構造である。   The invention according to claim 1 is a wooden lower pillar core material that supports a load, a first dead end layer that surrounds an outer periphery of the lower lower pillar core member, and a first wooden burner that surrounds the outer circumference of the first dead end layer. A lower pillar provided with a surrogate layer, a wooden upper pillar core material supporting a load, a second dead end layer surrounding the outer periphery of the upper lower pillar core member, and a wooden first surrounding the outer circumference of the second dead end layer An upper pillar placed on the lower pillar, and the lower pillar core material so that axial force is transmitted from the lower surface of the upper pillar core material to the upper surface of the lower pillar core material. And a joining member connecting the upper pillar core material.

請求項1に記載の発明では、上柱心材の下面から下柱心材の上面へ軸力が伝達されるように、接合部材により下柱心材と上柱心材とをつなぐことによって、上柱の鉛直荷重を下柱へ確実に伝達することができる。   In the invention according to claim 1, the upper column is vertically aligned by connecting the lower column core material and the upper column core material by the joining member so that the axial force is transmitted from the lower surface of the upper column core material to the upper surface of the lower column core material. The load can be reliably transmitted to the lower column.

請求項2に記載の発明は、前記接合部材は、前記第1燃え止まり層の上面から上方へ突出する前記下柱心材が下部へ挿入され、前記第2燃え止まり層の下面から下方へ突出する前記上柱心材が上部へ挿入されて、前記下柱心材と前記上柱心材とをつなぐ筒状部材である。   According to a second aspect of the present invention, in the joining member, the lower pillar core member protruding upward from the upper surface of the first dead end layer is inserted into the lower portion, and protruded downward from the lower surface of the second dead end layer. The upper column core is inserted into the upper part, and is a cylindrical member that connects the lower column core and the upper column core.

請求項2に記載の発明では、筒状部材により下柱心材と上柱心材とをつないで下柱と上柱とを接合した状態から、下柱心材に対して上柱心材が横方向へずれるのを防止することができる。また、下柱心材及び上柱心材に断面欠損を生じさせずに、下柱と上柱とを接合できる。すなわち、下柱と上柱との接合強度を向上させることができる。   In the invention according to claim 2, the upper column core is displaced laterally with respect to the lower column core from the state in which the lower column core and the upper column are joined by connecting the lower column core and the upper column with the tubular member. Can be prevented. Further, the lower column and the upper column can be joined without causing a cross-sectional defect in the lower column core and the upper column core. That is, the bonding strength between the lower column and the upper column can be improved.

請求項3に記載の発明は、木製の第3燃え代層と、前記第3燃え代層の内側に設けられた第3燃え止まり層と、を備え、前記筒状部材の外周を取り囲むように配置されるブロック体を有する柱接合構造である。   The invention according to claim 3 includes a third wood burning allowance layer and a third dead end layer provided inside the third burn allowance layer, and surrounds the outer periphery of the cylindrical member. It is a column junction structure having a block body to be arranged.

請求項3に記載の発明では、筒状部材が第3燃え止まり層と第3燃え代層とによって取り囲まれるので、下柱と上柱との接合部における下柱心材及び上柱心材の火災時における温度上昇を抑制でき、下柱と上柱との接合部の耐火性を確保することができる。   In the invention according to claim 3, since the cylindrical member is surrounded by the third dead end layer and the third burning allowance layer, at the time of fire of the lower column core material and the upper column core material at the joint between the lower column and the upper column The temperature rise in can be suppressed, and the fire resistance of the joint between the lower column and the upper column can be ensured.

請求項4に記載の発明は、前記接合部材は、前記下柱心材の上面に形成された第1挿入部に下部が挿入され、前記上柱心材の下面に形成された第2挿入部に上部が挿入されて、前記下柱心材と前記上柱心材との軸回りの相対回転を抑えるように前記下柱心材と前記上柱心材とをつなぐ挿入部材である。   According to a fourth aspect of the present invention, in the joining member, a lower portion is inserted into a first insertion portion formed on an upper surface of the lower column core material, and an upper portion is disposed on a second insertion portion formed on a lower surface of the upper column core material. Is an insertion member that connects the lower column core material and the upper column core material so as to suppress relative rotation around the axis between the lower column core material and the upper column core material.

請求項4に記載の発明では、下柱心材と上柱心材とをつないで下柱と上柱とを接合した状態から、下柱心材に対して上柱心材が横方向へずれるのを防止することができる。また、下柱心材と上柱心材とをつないで下柱と上柱とを接合した状態で、第1燃え代層によって外周を取り囲まれた第1燃え止まり層と、第2燃え代層によって外周を取り囲まれた第2燃え止まり層と、によって挿入部材は外周を取り囲まれるので、下柱と上柱との接合部の耐火性を確保することができる。   In the invention according to claim 4, the upper column core material is prevented from shifting laterally with respect to the lower column core material from a state in which the lower column core material and the upper column core material are connected to each other and the lower column and the upper column are joined. be able to. In addition, the lower pillar core material and the upper pillar core material are connected to each other, and the lower pillar and the upper pillar are joined to each other, and the outer periphery is surrounded by the first burning stop layer surrounded by the first burning allowance layer and the second burning allowance layer. Since the insertion member is surrounded on the outer periphery by the second flame stop layer surrounded by, the fire resistance of the joint portion between the lower column and the upper column can be ensured.

本発明は上記構成としたので、上柱から下柱へ鉛直荷重を確実に伝達することができる。   Since the present invention is configured as described above, a vertical load can be reliably transmitted from the upper column to the lower column.

本発明の第1の実施形態に係る柱接合構造の組み立て手順を示す説明図である。It is explanatory drawing which shows the assembly procedure of the column junction structure which concerns on the 1st Embodiment of this invention. 本発明の第1の実施形態に係る柱接合構造の組み立て手順を示す斜視図である。It is a perspective view which shows the assembly procedure of the column junction structure which concerns on the 1st Embodiment of this invention. 本発明の第2の実施形態に係る柱接合構造の組み立て手順を示す説明図である。It is explanatory drawing which shows the assembly procedure of the column junction structure which concerns on the 2nd Embodiment of this invention. 図3のA−A断面図である。It is AA sectional drawing of FIG. 図3のB−B断面図である。It is BB sectional drawing of FIG. 本発明の第2の実施形態に係る挿入部材を示す斜視図である。It is a perspective view which shows the insertion member which concerns on the 2nd Embodiment of this invention. 本発明の第2の実施形態に係る柱接合構造の変形例を示す正面断面図である。It is front sectional drawing which shows the modification of the column junction structure which concerns on the 2nd Embodiment of this invention. 本発明の第2の実施形態に係る柱接合構造の変形例を示す正面断面図である。It is front sectional drawing which shows the modification of the column junction structure which concerns on the 2nd Embodiment of this invention. 本発明の実施形態に係る接合部材の変形例を示す斜視図である。It is a perspective view which shows the modification of the joining member which concerns on embodiment of this invention. 本発明の実施形態に係る柱接合構造の変形例の組み立て手順を示す説明図である。It is explanatory drawing which shows the assembly procedure of the modification of the column junction structure which concerns on embodiment of this invention.

図を参照しながら、本発明の実施形態を説明する。まず、本発明の第1の実施形態に係る柱接合構造について説明する。   Embodiments of the present invention will be described with reference to the drawings. First, the column junction structure according to the first embodiment of the present invention will be described.

図1(c)の正面断面図に示すように、柱接合構造10は、下柱12、上柱14、接合部材としての鋼製の筒状部材16、及びブロック体18を有している。   As shown in the front sectional view of FIG. 1C, the column joint structure 10 includes a lower column 12, an upper column 14, a steel tubular member 16 as a joining member, and a block body 18.

下柱12は、荷重を支持する木製の下柱心材20と、下柱心材20の外周を取り囲む第1燃え止まり層22と、第1燃え止まり層22の外周を取り囲む木製の第1燃え代層24と、を備えている。上柱14は、荷重を支持する木製の上柱心材26と、上柱心材26の外周を取り囲む第2燃え止まり層28と、第2燃え止まり層28の外周を取り囲む木製の第2燃え代層30と、を備えている。また、上柱14は、下柱12の上に載置されている。   The lower pillar 12 includes a wooden lower pillar core 20 that supports a load, a first dead end layer 22 that surrounds the outer periphery of the lower pillar core 20, and a first first burnup layer that surrounds the outer circumference of the first dead end layer 22. 24. The upper column 14 includes a wooden upper column core material 26 that supports a load, a second flame stop layer 28 that surrounds the outer periphery of the upper column core material 26, and a second wooden burn-in layer that surrounds the outer periphery of the second flame stop layer 28. 30. The upper column 14 is placed on the lower column 12.

図1(c)、及び図2(a)の斜視図に示すように、筒状部材16は、角筒形状の部材であり、第1燃え止まり層22の上面から上方へ突出する下柱心材20の下柱突出部32が下部へ挿入され、第2燃え止まり層28の下面から下方へ突出する上柱心材26の上柱突出部34が上部へ挿入されて、上柱心材26の下面から下柱心材20の上面へ軸力が伝達されるように、下柱心材20(下柱突出部32)と上柱心材26(上柱突出部34)とをつなぐ。すなわち、筒状部材16の材軸方向(上下方向)の長さは、下柱突出部32と上柱突出部34との材軸方向(上下方向)の長さを合計した長さと略等しくなっている。   As shown in the perspective views of FIG. 1C and FIG. 2A, the tubular member 16 is a rectangular tube-shaped member, and protrudes upward from the upper surface of the first dead end layer 22. 20 is inserted into the lower portion, and the upper column protrusion 34 of the upper column core 26 protruding downward from the lower surface of the second dead end layer 28 is inserted into the upper portion from the lower surface of the upper column core 26. The lower column core material 20 (lower column projection portion 32) and the upper column core material 26 (upper column projection portion 34) are connected so that the axial force is transmitted to the upper surface of the lower column core material 20. That is, the length of the cylindrical member 16 in the material axis direction (vertical direction) is substantially equal to the total length of the material axis direction (vertical direction) of the lower column protrusion 32 and the upper column protrusion 34. ing.

図2(b)の斜視図に示すように、ブロック体18は、平断面がL字状の木製の第3燃え代層36と、第3燃え代層36の内側に設けられた第3燃え止まり層38とを備えている。そして、筒状部材16の外側の角部と、ブロック体18(第3燃え止まり層38)の内側の角部とを合わせるようにして4つのブロック体18を配置し、図2(c)の斜視図に示すように、配置した4つのブロック体18により筒状部材16の外周を取り囲む。   As shown in the perspective view of FIG. 2 (b), the block body 18 includes a third burning allowance layer 36 made of wood having a L-shaped cross section and a third burning allowance provided inside the third burning allowance layer 36. And a stop layer 38. And the four block bodies 18 are arrange | positioned so that the corner | angular part of the outer side of the cylindrical member 16 and the corner | angular part of the block body 18 (3rd flame stop layer 38) may be match | combined, FIG.2 (c). As shown in the perspective view, the four block bodies 18 arranged surround the outer periphery of the cylindrical member 16.

この状態において、図1(c)に示すように、第1燃え代層24の上面と、第3燃え代層36の下面とは略一致して接触し、第2燃え代層30の下面と、第3燃え代層36の上面とは略一致して接触する。また、第1燃え止まり層22の上面と、第3燃え止まり層38の下面と筒状部材16の下面とを合わせた下端面と、は略一致して接触し、第2燃え止まり層28の下面と、第3燃え止まり層38の上面と筒状部材16の上面とを合わせた上端面と、は略一致して接触する。   In this state, as shown in FIG. 1 (c), the upper surface of the first combustion allowance layer 24 and the lower surface of the third combustion allowance layer 36 are substantially in contact with each other, and the lower surface of the second combustion allowance layer 30 is The upper surface of the third burning allowance layer 36 substantially contacts and contacts. In addition, the upper surface of the first flame stop layer 22 and the lower end surface of the lower surface of the third flame stop layer 38 and the lower surface of the cylindrical member 16 are substantially in contact with each other, so that the second flame stop layer 28 The lower surface and the upper end surface obtained by combining the upper surface of the third dead end layer 38 and the upper surface of the cylindrical member 16 are substantially in contact with each other.

なお、第1燃え代層24の上面と第3燃え代層36の下面、第2燃え代層30の下面と第3燃え代層36の上面、第1燃え止まり層22の上面と第3燃え止まり層38の下面、第1燃え止まり層22の上面と筒状部材16の下面、第2燃え止まり層28の下面と第3燃え止まり層38の上面、及び第2燃え止まり層28の下面と筒状部材16の上面とは、対向していればよい。すなわち、これらの面同士は、接触していてもよいし、隙間を有していてもよい。隙間を有する場合には、この隙間からの熱の進入を防ぐために、第1燃え止まり層22、第2燃え止まり層28、及び第3燃え止まり層38と同質の材料でこの隙間を塞ぐのが好ましいが、第1燃え止まり層22、第2燃え止まり層28、及び第3燃え止まり層38から熱は吸収されるので、熱の吸収が期待できないような材料でこの隙間を充填してもよい。   Note that the upper surface of the first burnup layer 24 and the lower surface of the third burnup layer 36, the lower surface of the second burnup layer 30 and the upper surface of the third burnup layer 36, the upper surface of the first burnup layer 22 and the third burnup. The bottom surface of the stop layer 38, the top surface of the first stop layer 22 and the bottom surface of the tubular member 16, the bottom surface of the second stop layer 28, the top surface of the third stop layer 38, and the bottom surface of the second stop layer 28 What is necessary is just to oppose the upper surface of the cylindrical member 16. FIG. That is, these surfaces may be in contact with each other or may have a gap. If there is a gap, in order to prevent the heat from entering through this gap, the gap should be closed with the same material as the first dead end layer 22, the second dead end layer 28, and the third dead end layer 38. Although it is preferable, since heat is absorbed from the first flame stop layer 22, the second flame stop layer 28, and the third flame stop layer 38, the gap may be filled with a material that cannot be expected to absorb heat. .

次に、本発明の第1の実施形態に係る柱接合構造の組み立て方法について説明する。   Next, a method for assembling the column joint structure according to the first embodiment of the present invention will be described.

まず、筒状部材設置工程では、図1(a)の正面断面図、及び図2(a)に示すように、下柱突出部32を筒状部材16下部の開口部40へ挿入して嵌合し、下柱突出部32に筒状部材16を設置する。   First, in the cylindrical member installation step, as shown in the front sectional view of FIG. 1A and FIG. 2A, the lower column protrusion 32 is inserted into the opening 40 below the cylindrical member 16 and fitted. In combination, the cylindrical member 16 is installed on the lower column protrusion 32.

次に、柱接合工程では、図1(b)の正面断面図、及び図2(b)に示すように、上柱突出部34を筒状部材16上部の開口部42へ挿入して嵌合し、下柱心材20の上面に上柱心材26の下面を載置し、下柱12と上柱14とを接合する。   Next, in the column joining step, as shown in the front cross-sectional view of FIG. 1B and FIG. 2B, the upper column protrusion 34 is inserted into the opening 42 above the tubular member 16 and fitted. Then, the lower surface of the upper column core material 26 is placed on the upper surface of the lower column core material 20, and the lower column 12 and the upper column 14 are joined.

次に、筒状部材保護工程では、図1(c)及び図2(c)に示すように、筒状部材16の外側の角部と、ブロック体18(第3燃え止まり層38)の内側の角部とを合わせるようにして4つのブロック体18を配置し、筒状部材16の外周を取り囲む。これにより、柱接合構造10が構築される。   Next, in the cylindrical member protection step, as shown in FIGS. 1C and 2C, the outer corners of the cylindrical member 16 and the inner side of the block body 18 (the third dead end layer 38). The four block bodies 18 are arranged so as to match the corners of the cylindrical member 16 and surround the outer periphery of the cylindrical member 16. Thereby, the column junction structure 10 is constructed.

次に、本発明の第1の実施形態に係る柱接合構造の作用と効果について説明する。   Next, the operation and effect of the column junction structure according to the first embodiment of the present invention will be described.

本発明の第1の実施形態の柱接合構造10では、図1(c)に示すように、火災が発生したときに火炎が第1燃え代層24、第2燃え代層30、及び第3燃え代層36に着火し、第1燃え代層24、第2燃え代層30、及び第3燃え代層36が燃焼する。そして、燃焼した第1燃え代層24、第2燃え代層30、及び第3燃え代層36は炭化する。よって、下柱12及び上柱14の外部から下柱心材20、筒状部材16、及び上柱心材26への熱伝達と酸素供給とを、炭化した1燃え代層24、第2燃え代層30、及び第3燃え代層36が遮断し、第1燃え止まり層22、第2燃え止まり層28、及び第3燃え止まり層38が吸熱するので、火災(加熱)時及び火災(加熱)終了後における下柱心材20、筒状部材16、及び上柱心材26の温度上昇を抑制することができる。   In the column joint structure 10 according to the first embodiment of the present invention, as shown in FIG. 1 (c), when a fire occurs, the flame is the first burning allowance layer 24, the second burning allowance layer 30, and the third The burning allowance layer 36 is ignited, and the first burning allowance layer 24, the second burning allowance layer 30, and the third burning allowance layer 36 burn. The burned first burnup layer 24, second burnup layer 30, and third burnup layer 36 are carbonized. Therefore, the heat transfer and oxygen supply from the outside of the lower pillar 12 and the upper pillar 14 to the lower pillar core member 20, the tubular member 16, and the upper pillar core member 26 are carbonized in the first burning allowance layer 24 and the second burning allowance layer. 30 and the third burning allowance layer 36 are cut off, and the first burning stop layer 22, the second burning stop layer 28, and the third burning stop layer 38 absorb heat, so that at the time of fire (heating) and the end of the fire (heating) The temperature rise of the lower pillar core material 20, the cylindrical member 16, and the upper pillar core material 26 after can be suppressed.

また、第1燃え止まり層22の上面と第3燃え止まり層38の下面、及び第2燃え止まり層28の下面と第3燃え止まり層38の上面とは接触しているので、これらの面同士の間から熱が進入して、下柱心材20及び上柱心材26の温度が上昇するのを抑制することができる。   Moreover, since the upper surface of the 1st flame stop layer 22, the lower surface of the 3rd flame stop layer 38, and the lower surface of the 2nd flame stop layer 28, and the upper surface of the 3rd flame stop layer 38 are contacting, these surfaces It can suppress that the heat | fever enters from between, and the temperature of the lower pillar core material 20 and the upper pillar core material 26 rises.

よって、火災(加熱)時及び火災(加熱)終了後において、所定時間(例えば、1時間耐火の場合には、1時間)の間、下柱心材20及び上柱心材26を着火温度未満に抑え、下柱心材20及び上柱心材26を燃焼させずに燃え止まらせて、構造体として機能させることができる。また、筒状部材16の温度上昇を抑制することにより、下柱12と上柱14との接合部の耐火性を確保することができる。   Therefore, at the time of fire (heating) and after the end of fire (heating), the lower column core material 20 and the upper column core material 26 are kept below the ignition temperature for a predetermined time (for example, 1 hour in the case of fire resistance for 1 hour). The lower pillar core material 20 and the upper pillar core material 26 can be made to burn without burning and function as a structure. Further, by suppressing the temperature rise of the cylindrical member 16, it is possible to ensure the fire resistance of the joint portion between the lower column 12 and the upper column 14.

また、柱接合構造10では、上柱心材26の下面から下柱心材20の上面へ軸力が伝達されるように、筒状部材16により下柱心材20と上柱心材26とをつなぐことによって、上柱14の鉛直荷重を下柱12へ確実に伝達することができる。   In the column joint structure 10, the cylindrical member 16 connects the lower column core material 20 and the upper column core material 26 so that the axial force is transmitted from the lower surface of the upper column core material 26 to the upper surface of the lower column core material 20. The vertical load of the upper column 14 can be reliably transmitted to the lower column 12.

また、柱接合構造10では、筒状部材16により下柱心材20と上柱心材26とをつないで下柱12と上柱14とを接合した状態から、下柱心材20に対して上柱心材26が横方向へずれるのを防止することができる。また、下柱心材20及び上柱心材26に断面欠損を生じさせずに、下柱12と上柱14とを接合できる。すなわち、下柱12と上柱14との接合強度を向上させることができる。   In the column joint structure 10, the upper column core material 20 is joined to the lower column core material 20 from the state in which the lower column core material 20 and the upper column core material 26 are connected by the tubular member 16 and the lower column 12 and the upper column 14 are bonded. 26 can be prevented from shifting laterally. Further, the lower pillar 12 and the upper pillar 14 can be joined without causing a cross-sectional defect in the lower pillar core material 20 and the upper pillar core material 26. That is, the bonding strength between the lower column 12 and the upper column 14 can be improved.

また、柱接合工程では、1階分の長さの柱(下柱12と上柱14)同士を接合するので、柱を短い長さの構造部材とすることができる。これにより、柱の搬送、揚重、移動、配置等の作業が行い易くなる。   In the column joining step, the columns (lower column 12 and upper column 14) having a length equivalent to one floor are joined together, so that the column can be a structural member having a short length. This facilitates operations such as conveying, lifting, moving, and arranging the columns.

以上、本発明の第1の実施形態について説明した。   The first embodiment of the present invention has been described above.

なお、本発明の第1の実施形態では、筒状部材16を角筒形状の部材とした例を示したが、筒状部材は、上柱心材26の下面から下柱心材20の上面へ軸力が伝達されるように、下柱心材20と上柱心材26とをつなぐことができれば、どのような形状でもよいし、どのような材料によって形成してもよい。例えば、筒状部材の平断面形状を円形、多角形にしてもよい。また、例えば、第1燃え止まり層22、第2燃え止まり層28、及び第3燃え止まり層38と同質の材料によって筒状部材を形成してもよい。この場合には、ブロック体18に第3燃え止まり層38を設けなくてもよい。   In the first embodiment of the present invention, an example in which the tubular member 16 is a rectangular tube-shaped member has been shown. However, the tubular member is pivoted from the lower surface of the upper column core material 26 to the upper surface of the lower column core material 20. As long as the lower pillar core material 20 and the upper pillar core material 26 can be connected so that force can be transmitted, any shape may be used, and any material may be used. For example, the planar cross-sectional shape of the cylindrical member may be a circle or a polygon. Further, for example, the cylindrical member may be formed of the same material as that of the first dead end layer 22, the second dead end layer 28, and the third dead end layer 38. In this case, the third dead end layer 38 may not be provided on the block body 18.

また、筒状の上部材(以下、「上筒部材」とする)と、筒状の下部材(以下、「下筒部材」とする)とを上下に接合して筒状部材16を構成するようにしてもよい。このような構成にすれば、工場等で、上筒部材を上柱14に取り付け、下筒部材を下柱12に取り付けておいて、現場で上筒部材と下筒部材とを接合することにより、下柱12と上柱14とを接合することができる。   A cylindrical member 16 is configured by vertically joining a cylindrical upper member (hereinafter referred to as “upper cylindrical member”) and a cylindrical lower member (hereinafter referred to as “lower cylindrical member”). You may do it. With such a configuration, the upper cylinder member is attached to the upper pillar 14 and the lower cylinder member is attached to the lower pillar 12 at a factory or the like, and the upper cylinder member and the lower cylinder member are joined at the site. The lower pillar 12 and the upper pillar 14 can be joined.

また、本発明の第1の実施形態では、筒状部材設置工程において、下柱突出部32を筒状部材16下部の開口部40へ挿入して嵌合し、柱接合工程において、上柱突出部34を筒状部材16上部の開口部42へ挿入して嵌合する例を示したが、接着剤を用いて、下柱突出部32を筒状部材16下部の開口部40へ定着し、上柱突出部34を筒状部材16上部の開口部42へ定着してもよい。   Further, in the first embodiment of the present invention, in the cylindrical member installation step, the lower column protruding portion 32 is inserted and fitted into the opening 40 at the bottom of the cylindrical member 16, and the upper column protruding in the column joining step. Although the example in which the portion 34 is inserted and fitted into the opening 42 at the upper part of the cylindrical member 16 is shown, the lower column protrusion 32 is fixed to the opening 40 at the lower part of the cylindrical member 16 using an adhesive, The upper column protrusion 34 may be fixed to the opening 42 above the cylindrical member 16.

また、本発明の第1の実施形態では、4つのブロック体18により筒状部材16の外周を取り囲む例を示したが、筒状部材16の外周を取り囲むブロック体の数は、いくつでもよい。   Further, in the first embodiment of the present invention, the example in which the outer periphery of the cylindrical member 16 is surrounded by the four block bodies 18 is shown, but the number of block bodies that surround the outer periphery of the cylindrical member 16 may be any number.

次に、本発明の第2の実施形態に係る柱接合構造について説明する。   Next, a column junction structure according to a second embodiment of the present invention will be described.

第2の実施形態の説明において、第1の実施形態と同じ構成のものは、同符号を付すると共に、適宜省略して説明する。第2の実施形態の柱接合構造44は、図3(b)の正面断面図に示すように、下柱46、上柱48、及び接合部材としての鋼製の挿入部材50を有している。   In the description of the second embodiment, the same components as those in the first embodiment are denoted by the same reference numerals and are appropriately omitted. As shown in the front cross-sectional view of FIG. 3B, the column joint structure 44 of the second embodiment has a lower column 46, an upper column 48, and a steel insertion member 50 as a joining member. .

図3(a)の正面断面図に示すように、下柱46は、下柱心材20、第1燃え止まり層22、及び第1燃え代層24を備え、上柱48は、上柱心材26、第2燃え止まり層28、及び第2燃え代層30を備えている。また、上柱48は、下柱46の上に載置されている。   As shown in the front sectional view of FIG. 3A, the lower column 46 includes a lower column core material 20, a first burning stop layer 22, and a first burning allowance layer 24, and the upper column 48 is an upper column core material 26. , A second flame stop layer 28 and a second burn allowance layer 30. Further, the upper column 48 is placed on the lower column 46.

図3(a)のA−A断面図である図4に示すように、下柱心材20の上面には、平面視にて十字状の溝52が第1挿入部として形成されている。また、図3(a)のB−B断面図である図5に示すように、上柱心材26の下面には、平面視にて十字状の溝54が第2挿入部として形成されている。   As shown in FIG. 4, which is a cross-sectional view taken along the line AA of FIG. 3A, a cross-shaped groove 52 is formed as a first insertion portion on the upper surface of the lower pillar core material 20 in plan view. Further, as shown in FIG. 5 which is a BB cross-sectional view of FIG. 3A, a cross-shaped groove 54 is formed as a second insertion portion on the lower surface of the upper column core member 26 in plan view. .

図6(a)の斜視図に示すように、挿入部材50は、平面視にて略十字状に配置された鋼板により形成されている。そして、図3(a)に示すように、挿入部材50の下部が溝52に挿入され、挿入部材50の上部が溝54に挿入されて、図3(b)に示すように、下柱46の上に上柱48を載置した状態において、上柱心材26の下面から下柱心材20の上面へ軸力が伝達されるとともに、下柱心材20と上柱心材26との軸回りの相対回転を抑えるように、下柱心材20と上柱心材26とがつながれている。   As shown in the perspective view of FIG. 6A, the insertion member 50 is formed of steel plates arranged in a substantially cross shape in plan view. 3A, the lower part of the insertion member 50 is inserted into the groove 52, and the upper part of the insertion member 50 is inserted into the groove 54. As shown in FIG. In the state where the upper column 48 is placed on the upper column 48, the axial force is transmitted from the lower surface of the upper column core material 26 to the upper surface of the lower column core material 20, and the lower column core material 20 and the upper column core material 26 are relative to each other about the axis. The lower pillar core material 20 and the upper pillar core material 26 are connected so as to suppress rotation.

この状態で、図3(b)に示すように、第1燃え代層24の上面と第2燃え代層30の下面とは、略一致して接触し、第1燃え止まり層22の上面と第2燃え止まり層28の下面とは、略一致して接触する。   In this state, as shown in FIG. 3 (b), the upper surface of the first burning allowance layer 24 and the lower face of the second burning allowance layer 30 are substantially in contact with each other, and the upper surface of the first burning stop layer 22 is contacted. The bottom face of the second dead end layer 28 substantially contacts and contacts.

なお、第1燃え代層24の上面と第2燃え代層30の下面、及び第1燃え止まり層22の上面と第2燃え止まり層28の下面とは、対向していればよい。すなわち、これらの面同士は、接触していてもよいし、隙間を有していてもよい。隙間を有する場合には、この隙間からの熱の進入を防ぐために、第1燃え止まり層22及び第2燃え止まり層28と同質の材料でこの隙間を塞ぐのが好ましいが、第1燃え止まり層22及び第2燃え止まり層28から熱は吸収されるので、熱の吸収が期待できないような材料でこの隙間を充填してもよい。   Note that the upper surface of the first burnup layer 24 and the lower surface of the second burnup layer 30 and the upper surface of the first burnup layer 22 and the lower surface of the second burnup layer 28 may be opposed to each other. That is, these surfaces may be in contact with each other or may have a gap. If there is a gap, it is preferable to close the gap with a material that is the same as the first flame stop layer 22 and the second flame stop layer 28 in order to prevent heat from entering from the gap. Since heat is absorbed from 22 and the second flame stop layer 28, the gap may be filled with a material that cannot be expected to absorb heat.

次に、本発明の第2の実施形態に係る柱接合構造の組み立て方法について説明する。   Next, a method for assembling the column joint structure according to the second embodiment of the present invention will be described.

まず、挿入部材設置工程では、図3(a)に示すように、挿入部材50の下部を下柱心材20の上面に形成された溝52へ挿入して嵌合し、下柱心材20の上面に挿入部材50を設置する。   First, in the insertion member installation step, as shown in FIG. 3A, the lower portion of the insertion member 50 is inserted and fitted into the groove 52 formed on the upper surface of the lower column core member 20, and the upper surface of the lower column core member 20 is inserted. The insertion member 50 is installed in the.

次に、柱接合工程では、図3(b)に示すように、挿入部材50の上部を上柱心材26の下面に形成された溝54へ挿入して嵌合し、下柱46(下柱心材20)の上面に上柱48(上柱心材26)の下面を載置し、下柱46と上柱48とを接合する。これにより、柱接合構造44が構築される。   Next, in the column joining step, as shown in FIG. 3B, the upper portion of the insertion member 50 is inserted and fitted into the groove 54 formed on the lower surface of the upper column core member 26, and the lower column 46 (lower column) The lower surface of the upper column 48 (upper column core material 26) is placed on the upper surface of the core material 20), and the lower column 46 and the upper column 48 are joined. Thereby, the column junction structure 44 is constructed.

溝52は下柱心材20内に形成され、溝54は上柱心材26内に形成されているので、図3(b)の状態で、挿入部材50は、第1燃え止まり層22及び第2燃え止まり層28に外周を取り囲まれている。   Since the groove 52 is formed in the lower column core material 20 and the groove 54 is formed in the upper column core material 26, the insertion member 50 is connected to the first dead end layer 22 and the second in the state shown in FIG. The outer periphery is surrounded by the flame stop layer 28.

次に、本発明の第2の実施形態に係る柱接合構造の作用と効果について説明する。   Next, the operation and effect of the column joint structure according to the second embodiment of the present invention will be described.

本発明の第2の実施形態の柱接合構造44では、火災が発生したときに、下柱46及び上柱48の外部から、下柱心材20、挿入部材50、及び上柱心材26への熱伝達と酸素供給とを、炭化した燃え代層24及び第2燃え代層30が遮断し、第1燃え止まり層22及び第2燃え止まり層28が吸熱するので、火災(加熱)時及び火災(加熱)終了後における下柱心材20、挿入部材50、及び上柱心材26の温度上昇を抑制することができる。   In the column joint structure 44 according to the second embodiment of the present invention, when a fire occurs, heat from the outside of the lower column 46 and the upper column 48 to the lower column core member 20, the insertion member 50, and the upper column core member 26. Transmission and oxygen supply are cut off by the carbonized burnup layer 24 and the second burnup layer 30 and the first burnup layer 22 and the second burnup layer 28 absorb heat. The temperature rise of the lower column core material 20, the insertion member 50, and the upper column core material 26 after the completion of (heating) can be suppressed.

また、第1燃え止まり層22の上面と第2燃え止まり層28の下面とは接触しているので、これらの面同士の間から熱が進入して、下柱心材20及び上柱心材26の温度が上昇するのを抑制することができる。   Moreover, since the upper surface of the 1st flame stop layer 22 and the lower surface of the 2nd flame stop layer 28 are contacting, heat | fever enters from between these surfaces, and the lower column core material 20 and the upper column core material 26 of An increase in temperature can be suppressed.

よって、火災(加熱)時及び火災(加熱)終了後において、所定時間(例えば、1時間耐火の場合には、1時間)の間、下柱心材20及び上柱心材26を着火温度未満に抑え、下柱心材20及び上柱心材26を燃焼させずに燃え止まらせて、構造体として機能させることができる。   Therefore, at the time of fire (heating) and after the end of fire (heating), the lower column core material 20 and the upper column core material 26 are kept below the ignition temperature for a predetermined time (for example, 1 hour in the case of fire resistance for 1 hour). The lower pillar core material 20 and the upper pillar core material 26 can be made to burn without burning and function as a structure.

また、挿入部材50の温度上昇を抑制することにより、下柱46と上柱48との接合部の耐火性を確保することができる。すなわち、柱接合構造44では、下柱心材20と上柱心材26とをつないで下柱46と上柱48とを接合した状態で、挿入部材50は、第1燃え代層24によって外周を取り囲まれた第1燃え止まり層22と、第2燃え代層30によって外周を取り囲まれた第2燃え止まり層28とによって外周を取り囲まれるので、下柱46と上柱48との接合部の耐火性を確保することができる。   Further, by suppressing the temperature rise of the insertion member 50, it is possible to ensure the fire resistance of the joint portion between the lower column 46 and the upper column 48. In other words, in the column joint structure 44, the insertion member 50 surrounds the outer periphery with the first burning allowance layer 24 in a state where the lower pillar core material 20 and the upper pillar core material 26 are connected and the lower pillar 46 and the upper pillar 48 are joined. Since the outer periphery is surrounded by the first flame stop layer 22 and the second flame stop layer 28 surrounded by the second burn allowance layer 30, the fire resistance of the joint between the lower column 46 and the upper column 48 Can be secured.

また、柱接合構造44では、上柱心材26の下面から下柱心材20の上面へ軸力が伝達されるように、挿入部材50により下柱心材20と上柱心材26とをつなぐことによって、上柱48の鉛直荷重を下柱46へ確実に伝達することができる。   Further, in the column joint structure 44, by connecting the lower column core material 20 and the upper column core material 26 by the insertion member 50 so that the axial force is transmitted from the lower surface of the upper column core material 26 to the upper surface of the lower column core material 20, The vertical load of the upper column 48 can be reliably transmitted to the lower column 46.

また、柱接合構造44では、挿入部材50により下柱心材20と上柱心材26とをつないで下柱46と上柱48とを接合した状態から、下柱心材20に対して上柱心材26が横方向へずれるのを防止することができる。   In the column joint structure 44, the upper column core material 26 is connected to the lower column core material 20 from the state in which the lower column core material 20 and the upper column core material 26 are connected by the insertion member 50 and the lower column 46 and the upper column 48 are bonded. Can be prevented from shifting laterally.

また、柱接合工程では、1階分の長さの柱(下柱46と上柱48)同士を接合するので、柱を短い長さの構造部材とすることができる。これにより、柱の搬送、揚重、移動、配置等の作業が行い易くなる。   Further, in the column joining step, the columns (lower column 46 and upper column 48) having a length of one floor are joined to each other, so that the column can be a structural member having a short length. This facilitates operations such as conveying, lifting, moving, and arranging the columns.

以上、本発明の第2の実施形態について説明した。   The second embodiment of the present invention has been described above.

なお、本発明の第2の実施形態では、挿入部材50を、平面視にて略十字状に配置された鋼板とした例を示したが、挿入部材は、上柱心材26の下面から下柱心材20の上面へ軸力が伝達されるように、下柱心材20と上柱心材26とをつなぐことができれば、どのような形状でもよいし、どのような材料によって形成してもよい。   In the second embodiment of the present invention, an example in which the insertion member 50 is a steel plate arranged in a substantially cross shape in a plan view is shown. However, the insertion member is formed from the lower surface of the upper column core material 26 to the lower column. As long as the lower pillar core material 20 and the upper pillar core material 26 can be connected so that the axial force is transmitted to the upper surface of the core material 20, any shape may be used, and any material may be used.

例えば、図6(b)〜(d)の斜視図に示すような形状にしてもよい。図6(b)には、略平行に配置した対向する平板により構成された挿入部材56が示され、図6(c)には、正方形の四隅に位置する4つの棒状部材により構成された挿入部材58が示され、図6(d)には、略正方形の平断面を有する筒状部材により構成された挿入部材60が示されている。挿入部材50、56、58、60の上下方向の長さを長くすれば、下柱46と上柱48との間において、挿入部材50、56、58、60を介して曲げ荷重を伝達することができる。   For example, the shape shown in the perspective views of FIGS. FIG. 6B shows an insertion member 56 constituted by opposing flat plates arranged substantially in parallel, and FIG. 6C shows an insertion constituted by four rod-like members located at the four corners of a square. A member 58 is shown, and FIG. 6D shows an insertion member 60 formed of a cylindrical member having a substantially square plane cross section. If the length in the vertical direction of the insertion members 50, 56, 58, 60 is increased, a bending load can be transmitted between the lower column 46 and the upper column 48 via the insertion members 50, 56, 58, 60. Can do.

また、本発明の第2の実施形態では、挿入部材設置工程において、挿入部材50の下部を下柱心材20の上面に形成された溝52へ挿入して嵌合し、柱接合工程において、挿入部材50の上部を上柱心材26の下面に形成された溝54へ挿入して嵌合する例を示したが、接着剤を用いて、挿入部材50の下部を溝52へ定着し、挿入部材50の上部を溝54へ定着してもよい。   Further, in the second embodiment of the present invention, in the insertion member installation step, the lower part of the insertion member 50 is inserted and fitted into the groove 52 formed on the upper surface of the lower column core member 20, and the insertion is performed in the column joining step. Although the example in which the upper portion of the member 50 is inserted into the groove 54 formed on the lower surface of the upper pillar core material 26 and fitted is shown, the lower portion of the insertion member 50 is fixed to the groove 52 using an adhesive, and the insertion member The upper part of 50 may be fixed to the groove 54.

以上、本発明の第1及び第2実施形態について説明した。   The first and second embodiments of the present invention have been described above.

なお、本発明の第1及び第2実施形態で示した、下柱心材20、第1燃え代層24、第2燃え代層30、及び第3燃え代層36は、木材によって形成されていればよい。例えば、下柱心材20、第1燃え代層24、第2燃え代層30、及び第3燃え代層36は、米松、唐松、檜、杉、あすなろ等の一般の木造建築に用いられる柱材(以下、「一般木材」とする)によって形成してもよいし、これらの一般木材を角柱状の単材に加工し、この単材を複数集成し単材同士を接着剤により接着して一体化することによって形成してもよい。   The lower pillar core material 20, the first burning allowance layer 24, the second burning allowance layer 30, and the third burning allowance layer 36 shown in the first and second embodiments of the present invention are made of wood. That's fine. For example, the lower pillar core material 20, the first burning allowance layer 24, the second burning allowance layer 30, and the third burning allowance layer 36 are pillar materials used for general wooden constructions such as Yonematsu, Karamatsu, cypress, cedar and Asunaro. (Hereinafter referred to as “general timber”), or these general timbers are processed into a prismatic single material, and a plurality of these single materials are assembled and bonded to each other with an adhesive. You may form by forming.

また、第1燃え止まり層22、第2燃え止まり層28、及び第3燃え止まり層38は、熱の吸収が可能な層であればよい。例えば、第1燃え止まり層22、第2燃え止まり層28、及び第3燃え止まり層38は、一般木材よりも熱容量が大きな材料、一般木材よりも断熱性が高い材料、又は一般木材よりも熱慣性が高い材料によって形成してもよいし、これらの材料と一般木材とを組み合わせて形成してもよい。   Moreover, the 1st flame stop layer 22, the 2nd flame stop layer 28, and the 3rd flame stop layer 38 should just be a layer which can absorb heat. For example, the first dead end layer 22, the second dead end layer 28, and the third dead end layer 28 are made of a material having a heat capacity larger than that of general wood, a material having higher thermal insulation than general wood, or a heat higher than that of general wood. You may form with a material with high inertia, and you may form combining these materials and general wood.

一般木材よりも熱容量が大きな材料としては、モルタル、石材、ガラス、繊維補強セメント等の無機質材料、各種の金属材料などが挙げられる。一般木材よりも断熱性が高い材料としては、珪酸カルシウム板、ロックウール、グラスウールなどが挙げられる。一般木材よりも熱慣性が高い材料としては、セランガンバツ、ジャラ、ボンゴシ等の木材が挙げられる。   Examples of the material having a larger heat capacity than general wood include inorganic materials such as mortar, stone, glass, and fiber reinforced cement, and various metal materials. Examples of the material having higher heat insulation than general wood include calcium silicate board, rock wool, and glass wool. Examples of the material having higher thermal inertia than general wood include wood such as Selangan Batu, Jara, and Bongoshi.

また、本発明の第1及び第2実施形態では、下柱心材20の上面に直接上柱心材26を載置した例を示したが、下柱心材20の上面と上柱心材26の下面との間に鉄板を設けてもよい。図6(e)〜(h)の斜視図には、図6(a)〜(d)の挿入部材50、56、58、60と、下柱心材20の上面と上柱心材26の下面との間に設ける鉄板62と、が一体化された挿入部材64、66、68、70が示されている。   Further, in the first and second embodiments of the present invention, the example in which the upper column core material 26 is placed directly on the upper surface of the lower column core material 20 has been shown, but the upper surface of the lower column core material 20, the lower surface of the upper column core material 26, An iron plate may be provided between the two. 6 (e) to 6 (h), the insertion members 50, 56, 58, 60 of FIGS. 6 (a) to 6 (d), the upper surface of the lower column core material 20, and the lower surface of the upper column core material 26. The insertion members 64, 66, 68, and 70 are integrated with the iron plate 62 provided between the two.

また、下柱心材20の上面と上柱心材26の下面との間に10〜20mm程度の隙間を有するようにして、下柱12、46の上に上柱14、48を配置し、この隙間に充填材を充填するようにしてもよい。   Further, the upper pillars 14 and 48 are arranged on the lower pillars 12 and 46 so as to have a gap of about 10 to 20 mm between the upper surface of the lower pillar core material 20 and the lower surface of the upper pillar core material 26, and this gap You may make it fill with a filler.

下柱心材20の上面と上柱心材26の下面との間に、鉄板を設けたり、充填材を充填したりすることによって、下柱12、46の上面に均一に上柱14、48の鉛直荷重を伝達することができる。充填材は、隙間への充填が可能な材料であり、荷重を確実に伝達できるものであればよい。充填材としては、モルタル、繊維補強セメントなどが挙げられる。   By providing an iron plate between the upper surface of the lower column core material 20 and the lower surface of the upper column core material 26 or filling the filler, the vertical surfaces of the upper columns 14 and 48 are uniformly applied to the upper surfaces of the lower columns 12 and 46. A load can be transmitted. The filler may be any material that can fill the gap and can transmit the load with certainty. Examples of the filler include mortar and fiber reinforced cement.

また、下柱心材20の上面と上柱心材26の下面との間に鉄板を設けて、下柱心材20の上面と鉄板の下面との間、及び上柱心材26の下面と鉄板の上面との間に充填材を充填するようにしてもよい。図7の正面断面図に示す柱接合構造76には、下柱心材20と上柱心材26とを図6(e)の挿入部材64によってつないだ例が示され、図8の正面断面図に示す柱接合構造78には、下柱心材20と上柱心材26とを図6(f)の挿入部材66によってつなぎ、下柱心材20の上面と鉄板62の下面との間、及び上柱心材26の下面と鉄板62の上面との間に充填材Mを充填した例が示されている。   Further, an iron plate is provided between the upper surface of the lower column core material 20 and the lower surface of the upper column core material 26, and between the upper surface of the lower column core material 20 and the lower surface of the iron plate, and between the lower surface of the upper column core material 26 and the upper surface of the iron plate. You may make it fill with a filler in between. The column joint structure 76 shown in the front sectional view of FIG. 7 shows an example in which the lower column core material 20 and the upper column core material 26 are connected by the insertion member 64 of FIG. 6 (e), and the front sectional view of FIG. In the illustrated column joint structure 78, the lower column core material 20 and the upper column core material 26 are connected by the insertion member 66 of FIG. 6F, and the upper column core material is connected between the upper surface of the lower column core material 20 and the lower surface of the iron plate 62. The example which filled with the filler M between the lower surface of 26 and the upper surface of the iron plate 62 is shown.

また、本発明の第1の実施形態では接合部材を筒状部材16とし、本発明の第2の実施形態では接合部材を挿入部材50とした例を示したが、接合部材の上部及び下部の一方を筒状部材とし、他方を挿入部材としてもよい。   Further, in the first embodiment of the present invention, the example in which the joining member is the cylindrical member 16 and the joining member is the insertion member 50 in the second embodiment of the present invention is shown. One may be a cylindrical member and the other may be an insertion member.

例えば、図9の斜視図に示す接合部材72のように、上部を挿入部材50の上部と同じ形状(図6(a)を参照のこと)とし、下部を筒状部材16の下部と同じ形状(図2(a)を参照のこと)としてもよい。この場合には、図10(a)〜(c)の組み立て手順により柱接合構造74が構築される。   For example, like the joining member 72 shown in the perspective view of FIG. 9, the upper part has the same shape as the upper part of the insertion member 50 (see FIG. 6A), and the lower part has the same shape as the lower part of the tubular member 16. (See FIG. 2A). In this case, the column joining structure 74 is constructed by the assembly procedure of FIGS.

また、第1及び第2の実施形態では、下柱心材20、上柱心材26、第1燃え止まり層22、第2燃え止まり層28、第1燃え代層24、及び第2燃え代層30を備えている柱(下柱12、46、上柱14、48)を用いた例を示したが、第1及び第2の実施形態は、一般的な木造の梁に対しても適用可能である。   In the first and second embodiments, the lower pillar core material 20, the upper pillar core material 26, the first burning stop layer 22, the second burning stopping layer 28, the first burning allowance layer 24, and the second burning allowance layer 30. Although an example using pillars (lower pillars 12 and 46, upper pillars 14 and 48) provided with the above is shown, the first and second embodiments can also be applied to general wooden beams. is there.

以上、本発明の第1及び第2の実施形態について説明したが、本発明はこうした実施形態に何等限定されるものでなく、第1及び第2の実施形態を組み合わせて用いてもよいし、本発明の要旨を逸脱しない範囲において、種々なる態様で実施し得ることは勿論である。   As mentioned above, although 1st and 2nd embodiment of this invention was described, this invention is not limited to such embodiment at all, You may use combining 1st and 2nd embodiment, Needless to say, the present invention can be implemented in various modes without departing from the gist of the present invention.

10、44、74、76、78 柱接合構造
12、46 下柱
14、48 上柱
16 筒状部材(接合部材)
18 ブロック体
20 下柱心材
22 第1燃え止まり層
24 第1燃え代層
26 上柱心材
28 第2燃え止まり層
30 第2燃え代層
36 第3燃え代層
38 第3燃え止まり層
50、56、58、60、64、66、68、70 挿入部材(接合部材)
52 溝(第1挿入部)
54 溝(第2挿入部)
72 接合部材
10, 44, 74, 76, 78 Column joint structure 12, 46 Lower column 14, 48 Upper column 16 Tubular member (joint member)
18 Block body 20 Lower pillar core material 22 1st burning stop layer 24 1st burning allowance layer 26 Upper pillar core material 28 2nd burning stop layer 30 2nd burning allowance layer 36 3rd burning allowance layer 38 3rd burning stop layers 50 and 56 , 58, 60, 64, 66, 68, 70 Insertion member (joining member)
52 Groove (first insertion part)
54 Groove (second insertion part)
72 Joining members

Claims (4)

荷重を支持する木製の下柱心材と、前記下柱心材の外周を取り囲む第1燃え止まり層と、前記第1燃え止まり層の外周を取り囲む木製の第1燃え代層と、を備えた下柱と、
荷重を支持する木製の上柱心材と、前記上柱心材の外周を取り囲む第2燃え止まり層と、前記第2燃え止まり層の外周を取り囲む木製の第2燃え代層と、を備え、前記下柱の上に載置された上柱と、
前記上柱心材の下面から前記下柱心材の上面へ軸力が伝達されるように、前記下柱心材と前記上柱心材とをつなぐ接合部材と、
を有する柱接合構造。
A lower pillar provided with a wooden lower pillar core material for supporting a load, a first dead end layer surrounding an outer periphery of the lower lower pillar core member, and a first wooden burning allowance layer surrounding an outer circumference of the first dead end layer When,
A wooden upper pillar core material for supporting a load; a second dead end layer surrounding the outer periphery of the upper lower pillar core member; and a second wooden burn allowance layer surrounding the outer circumference of the second dead end layer; An upper pillar placed on the pillar;
A joining member that connects the lower column core material and the upper column core material so that axial force is transmitted from the lower surface of the upper column core material to the upper surface of the lower column core material;
Column junction structure having
前記接合部材は、前記第1燃え止まり層の上面から上方へ突出する前記下柱心材が下部へ挿入され、前記第2燃え止まり層の下面から下方へ突出する前記上柱心材が上部へ挿入されて、前記下柱心材と前記上柱心材とをつなぐ筒状部材である請求項1に記載の柱接合構造。   In the joining member, the lower pillar core member protruding upward from the upper surface of the first dead end layer is inserted into the lower part, and the upper pillar core member protruding downward from the lower face of the second dead end layer is inserted into the upper part. The column joint structure according to claim 1, which is a cylindrical member that connects the lower column core material and the upper column core material. 木製の第3燃え代層と、前記第3燃え代層の内側に設けられた第3燃え止まり層と、を備え、前記筒状部材の外周を取り囲むように配置されるブロック体を有する請求項2に記載の柱接合構造。   It has a block body arranged to surround the outer periphery of the cylindrical member, comprising a third wooden burning allowance layer and a third burning stop layer provided inside the third burning allowance layer. 2. The column junction structure according to 2. 前記接合部材は、前記下柱心材の上面に形成された第1挿入部に下部が挿入され、前記上柱心材の下面に形成された第2挿入部に上部が挿入されて、前記下柱心材と前記上柱心材との軸回りの相対回転を抑えるように前記下柱心材と前記上柱心材とをつなぐ挿入部材である請求項1に記載の柱接合構造。   The joining member has a lower portion inserted in a first insertion portion formed on an upper surface of the lower column core material, and an upper portion inserted in a second insertion portion formed on a lower surface of the upper column core material, so that the lower column core material The column joint structure according to claim 1, wherein the column connection structure is an insertion member that connects the lower column core material and the upper column core material so as to suppress relative rotation about the axis between the upper column core material and the upper column core material.
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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014173251A (en) * 2013-03-06 2014-09-22 Takenaka Komuten Co Ltd Column support structure
JP2017106285A (en) * 2015-12-11 2017-06-15 株式会社竹中工務店 Column joint structure

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002013204A (en) * 2000-06-29 2002-01-18 Uesuto:Kk Jointing structure for wooden building
JP2005053195A (en) * 2003-08-07 2005-03-03 Takenaka Komuten Co Ltd Method for producing composite woody structural material and joining method
JP2008019652A (en) * 2006-07-13 2008-01-31 Takenaka Komuten Co Ltd Structure and method for joining upstair and downstair columns together

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2002013204A (en) * 2000-06-29 2002-01-18 Uesuto:Kk Jointing structure for wooden building
JP2005053195A (en) * 2003-08-07 2005-03-03 Takenaka Komuten Co Ltd Method for producing composite woody structural material and joining method
JP2008019652A (en) * 2006-07-13 2008-01-31 Takenaka Komuten Co Ltd Structure and method for joining upstair and downstair columns together

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2014173251A (en) * 2013-03-06 2014-09-22 Takenaka Komuten Co Ltd Column support structure
JP2017106285A (en) * 2015-12-11 2017-06-15 株式会社竹中工務店 Column joint structure

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