JP6592956B2 - Joining structure of refractory structural material and joining method of refractory structural material - Google Patents
Joining structure of refractory structural material and joining method of refractory structural material Download PDFInfo
- Publication number
- JP6592956B2 JP6592956B2 JP2015098199A JP2015098199A JP6592956B2 JP 6592956 B2 JP6592956 B2 JP 6592956B2 JP 2015098199 A JP2015098199 A JP 2015098199A JP 2015098199 A JP2015098199 A JP 2015098199A JP 6592956 B2 JP6592956 B2 JP 6592956B2
- Authority
- JP
- Japan
- Prior art keywords
- refractory
- layer
- structural material
- column
- end plate
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Landscapes
- Building Environments (AREA)
- Joining Of Building Structures In Genera (AREA)
- Rod-Shaped Construction Members (AREA)
Description
本発明は、耐火構造材の接合構造、及び、耐火構造材の接合方法に関する。 The present invention relates to a joining structure of refractory structural materials and a joining method of refractory structural materials.
梁や柱をなす耐火構造材として、荷重を支持する大断面集成材を作成し、その周囲に耐火材を備え、更にその周囲に燃えしろ層として木材を備えた耐火構造材が知られている(例えば、特許文献１参照)。この耐火構造材の大集成材は、単板（ＬＶＬ）等からなる単材を複数集成し、隣接する単材間を、接着剤を介して一体に接合することにより形成されている。 As a fire-resistant structural material that forms a beam or column, a fire-resistant structural material that has a large cross-section laminated material that supports the load, is equipped with a fire-resistant material around it, and wood is also provided around it as a burn-off layer is known. (For example, refer to Patent Document 1). The large laminated material of the refractory structural material is formed by assembling a plurality of single materials made of a single plate (LVL) or the like and integrally joining adjacent single materials via an adhesive.
上記のような大断面集成材は、１次接着した複数の集成材を、専用の機械を用いて集成材同士を２次接着して形成するため、繁雑な作業と接着剤の乾燥等に多くの時間を費やさなければならず、またコストが高くなるという課題がある。 Large cross-section laminated materials such as the above are often used for complicated work and drying of adhesives because a plurality of primary bonded materials are formed by secondary bonding of the laminated materials using a dedicated machine. There is a problem that this time must be spent and the cost becomes high.
本発明はかかる従来の課題に鑑みてなされたものであり、その目的とするところは、安価で且つ短時間で製造することが可能な製造性に優れた耐火構造材の接合構造、及び、耐火構造材の接合方法を提供することにある。 The present invention has been made in view of such conventional problems, and the object of the present invention is to provide a joint structure of a fire-resistant structural material excellent in manufacturability that is inexpensive and can be manufactured in a short time, and fire resistance. It is to provide a method for joining structural materials.
かかる目的を達成するために本発明の耐火構造材の接合構造は、
第一耐火構造材と第二耐火構造材とを接合する耐火構造材の接合構造であって、
前記第一耐火構造材と第二耐火構造材は、それぞれ、
荷重を支持するための、木質材からなる荷重支持層と、
前記荷重支持層の外側に配置される燃え止まり層と、
前記燃え止まり層の外側に配置される木質材からなる燃えしろ層と、を備え、
前記荷重支持層は、積層された複数の木質板材が綴り材により一体化されており、
前記荷重支持層の積層された木質板材は、積層された積層方向における両端に位置する一対の端板部と、前記一対の端板部の間に設けられる内側木質部と、を有しており、
前記第一耐火構造材の前記第二耐火構造材に接合される先端部は、前記内側木質部の両側にて各々隣接する前記端板部と前記内側木質部とのうちの一方の、他方と対向する対向面に前記他方の対向面から離れる方向に凹設された２つの第一凹部を有し、
前記第二耐火構造材の前記第一耐火構造材に接合される先端部は、前記内側木質部の両側にて各々隣接する前記端板部と前記内側木質部とのうちの一方の、他方と対向する対向面に前記他方の対向面から離れる方向に凹設された２つの第二凹部を有しており、
前記内側木質部の両側にて各々前記第一凹部と前記第二凹部とに亘って配置される２枚の鋼板を有し、
前記第一耐火構造材と前記第二耐火構造材とには各々、前記２枚の鋼板を貫通する接合綴り材が前記一対の端板部の間に亘って貫入されており、
前記第一耐火構造材の前記先端部は、前記第二耐火構造材に設けられた収容凹部に収容され、前記第一耐火構造材の前記燃え止まり層と、前記第二耐火構造材の前記燃え止まり層は繋がっていることを特徴とする耐火構造材の接合構造である。
In order to achieve such an object, the joined structure of the refractory structural material of the present invention is:
A joining structure of a fire-resistant structural material for joining the first fire-resistant structural material and the second fire-resistant structural material,
The first refractory structure material and the second refractory structure material are respectively
A load support layer made of wood material to support the load,
A flame stop layer disposed outside the load bearing layer;
A burnt layer made of a wood material disposed outside the flame stop layer, and
In the load supporting layer, a plurality of laminated wood boards are integrated by a binding material,
The laminated wood board material of the load supporting layer has a pair of end plate parts located at both ends in the laminated direction of lamination, and an inner wood part provided between the pair of end plate parts,
The tip portion of the first refractory structural member joined to the second refractory structural member is opposed to one of the end plate portion and the inner wooden portion adjacent to each other on both sides of the inner wooden portion. Having two first recesses recessed in a direction away from the other facing surface on the facing surface;
The tip part of the second refractory structural material joined to the first refractory structural material is opposed to one of the end plate part and the inner wooden part adjacent to each other on both sides of the inner wooden part. Having two second recesses recessed in the facing surface away from the other facing surface;
Having two steel plates disposed across the first recess and the second recess on both sides of the inner wood part,
In each of the first refractory structural material and the second refractory structural material, a joint binding material that penetrates the two steel plates is penetrated between the pair of end plate portions ,
The tip portion of the first refractory structural material is housed in a housing recess provided in the second refractory structural material, and the flame stop layer of the first refractory structural material and the burn of the second refractory structural material. The stop layer is a joined structure of refractory structural materials characterized by being connected .
このような耐火構造材の接合構造によれば、第一耐火構造材の先端部に形成された第一凹部と第二耐火構造材の先端部に形成された第二凹部とに亘って配置された２枚の鋼板を貫通する接合綴り材が一対の端板部間に亘って貫入されているので、第一耐火構造材と第二耐火構造材とを、２枚の鋼板により挟持して強固に接合することが可能である。また、一対の端板部と、一対の端板部の間に設けられる内側木質部にて形成された荷重支持層を有する耐火構造材でなる第一耐火構造材および第一耐火構造材に各々、隣接する端板部と内側木質部とのうちの一方に、鋼板が配置される第一凹部または第二凹部が設けられているので、第一凹部および第二凹部を簡単な加工により設けて容易に鋼板を配置することが可能である。 According to the joining structure of such a refractory structural material, the first refractory structural material is disposed across the first concave portion formed at the distal end portion and the second concave portion formed at the distal end portion of the second refractory structural material. In addition, since the bonded binding material penetrating the two steel plates is inserted between the pair of end plate portions, the first fire-resistant structural material and the second fire-resistant structural material are sandwiched between the two steel plates to be strong. Can be joined. Further, each of the first fireproof structure material and the first fireproof structure material made of a fireproof structure material having a load supporting layer formed by a pair of end plate portions and an inner wood portion provided between the pair of end plate portions, Since one of the adjacent end plate portion and the inner wood portion is provided with the first recess or the second recess in which the steel plate is disposed, the first recess and the second recess can be easily provided by simple processing. It is possible to arrange steel plates.
かかる耐火構造材の接合構造であって、
前記第一耐火構造材及び前記第二耐火構造材の前記燃え止まり層には前記接合綴り材が挿通される第一挿通孔が形成されており、
前記第一挿通孔には、燃え止まり機能を有する部材が封入されていることが望ましい。
A joining structure of such a refractory structural material,
A first insertion hole through which the bonded binding material is inserted is formed in the non-flammable layer of the first fireproof structural material and the second fireproof structural material;
It is desirable that a member having a function to stop burning is enclosed in the first insertion hole.
このような耐火構造材の接合構造によれば、燃え止まり層は、接合綴り材が挿通される第一挿通孔にも燃え止まり機能を有する部材が封入されているので、荷重支持層全体を隙間無く燃え止まり層で囲うことが可能である。このため、より耐火性の高い耐火構造材梁と耐火構造材柱との接合構造を実現することが可能である。 According to the joining structure of such a refractory structure material, the flame-stopping layer includes a member having a flame-stopping function also enclosed in the first insertion hole through which the joining binding material is inserted. It is possible to enclose it with a non-burning layer. For this reason, it is possible to realize a joint structure of a fire-resistant structural material beam and a fire-resistant structural material column with higher fire resistance.
かかる耐火構造材の接合構造であって、
前記第一耐火構造材及び前記第二耐火構造材の前記燃えしろ層には前記接合綴り材が挿通される第二挿通孔が形成されており、
前記第二挿通孔には、前記燃えしろ層と同じ材質の部材が封入されていることが望ましい。
A joining structure of such a refractory structural material,
A second insertion hole through which the bonded binding material is inserted is formed in the burn-off layer of the first refractory structure material and the second refractory structure material;
It is desirable that a member made of the same material as that of the burn-in layer is enclosed in the second insertion hole.
このような耐火構造材の接合構造によれば、燃えしろ層は、接合綴り材が挿通される第二挿通孔にも燃えしろ層と同じ材質の部材が挿入されているので、燃え止まり層全体を隙間無く、単一の材質でなる燃えしろ層により囲うことが可能である。 According to the joining structure of such a refractory structure material, the burnt-off layer has the same material as that of the burnt-off layer inserted in the second insertion hole through which the joined binding material is inserted, so that the entire burn-off layer Can be surrounded by a burnt layer made of a single material without a gap.
また、第一耐火構造材と第二耐火構造材とを接合する耐火構造材の接合方法であって、
木質板材でなり対向する一対の第一端板部及び前記一対の第一端板部の間に設けられる第一内側木質部のうちの一方の、他方と対向する対向面に前記他方の対向面から離れる方向に凹設させて、前記一対の第一端板部と第一内側木質部との間に各々第一凹部を形成し、前記一対の第一端板部と前記第一内側木質部とを積層して綴り材を貫入することにより一体化して荷重を支持するための第一荷重支持層を形成するとともに、
各々の前記第一凹部の内部から前記第一凹部の外に突出させて２枚の鋼板が配置された先端部を形成し、前記鋼板を貫通する接合綴り材を前記一対の第一端板部の間に亘らせて貫入し、
前記鋼板を備えた前記第一荷重支持層の外側に配置される第一燃え止まり層と、
前記第一燃え止まり層の外側に配置される木質材からなる第一燃えしろ層と、を形成して第一耐火構造材を形成する第一耐火構造材形成ステップと、
木質板材でなり対向する一対の第二端板部及び前記一対の第二端板部の間に設けられる第二内側木質部のうちの一方の、他方と対向する対向面に前記他方の対向面から離れる方向に凹設させ、前記第一耐火構造材と接合したときに前記第一凹部と繋がる位置に各々第二凹部を形成し、前記一対の第二端板部と前記第二内側木質部とを積層し綴り材を貫入することにより一体化して荷重を支持するための第二荷重支持層を形成し、
前記第二荷重支持層の外側に配置される第二燃え止まり層と、
前記第二燃え止まり層の外側に配置される木質材からなる第二燃えしろ層と、を形成して前記第一耐火構造材の前記先端部が収容される収容凹部を有する第二耐火構造材を形成する第二耐火構造材形成ステップと、
前記第一燃え止まり層と前記第二燃え止まり層とが繋がるように、前記第一耐火構造材の前記先端部を前記第二耐火構造材の前記収容凹部に収容して前記２枚の鋼板を前記第二凹部に配置し、前記鋼板を貫通する接合綴り材を前記第二耐火構造材の前記一対の第二端板部の間に亘らせて貫入する接合ステップと、
を有することを特徴とする耐火構造材の接合方法である。
Moreover, it is a joining method of the refractory structure material for joining the first refractory structure material and the second refractory structure material,
One of a pair of first end plate portions and a first inner wood portion provided between the pair of first end plate portions made of a wood plate material and facing each other from the other facing surface to the other facing surface A first recess is formed between the pair of first end plate portions and the first inner wood portion, and the pair of first end plate portions and the first inner wood portion are stacked. And forming a first load support layer for supporting the load by integrating the spelling material,
A pair of first end plate portions are formed by forming a front end portion in which two steel plates are arranged so as to protrude from the inside of each of the first recess portions to the outside of the first recess portion and passing through the steel plates. Penetrate between
A first dead end layer disposed outside the first load support layer comprising the steel plate;
A first refractory structure material forming step for forming a first refractory structure material by forming a first flammable layer made of a wood material disposed outside the first flame stop layer; and
One of the pair of second end plate portions and the second inner wood portion provided between the pair of second end plate portions made of a wood plate material and facing each other from the other facing surface to the other facing surface A second recess is formed at each position where the first recess is connected to the first recess when the first refractory structure material is joined, and the pair of second end plate portions and the second inner wood portion are formed. Forming a second load support layer for supporting the load by laminating and integrating the spelling material,
A second dead end layer disposed outside the second load bearing layer;
A second refractory layer made of a wood material disposed on the outer side of the second flaming stop layer, and a second refractory structure material having an accommodation recess in which the tip portion of the first refractory structure material is accommodated Forming a second refractory structural material forming step;
The two steel plates are accommodated by accommodating the tip portion of the first refractory structure material in the accommodation recess of the second refractory structure material so that the first flame stop layer and the second flame stop layer are connected. A joining step that is arranged in the second recess and penetrates between the pair of second end plate parts of the second refractory structural material, and a joining binding material penetrating the steel plate,
It is a joining method of the refractory structure material characterized by having.
このような耐火構造材の接合方法によれば、第一荷重支持層及び第二荷重支持層がいずれも、積層された複数の木質板材に接合綴り材が貫入されて一体化されている第一耐火構造材および第二耐火構造材により構成されているので、安価で且つ容易に製造することが可能である。また、鋼板が設けられる第一凹部と第二凹部とは、隣接する第一端板部と第一内側木質部とのうちの一方及び隣接する第二端板部と第二内側木質部とのうちの一方の対向面に、接合綴り材により一体化する前に形成するので、簡単な加工により精度良く形成することが可能である。 According to such a method for joining a refractory structure material, the first load support layer and the second load support layer are both integrated with a plurality of laminated wood board members in which the joining spelling material is penetrated. Since it is comprised by the fireproof structural material and the 2nd fireproof structural material, it is cheap and can be manufactured easily. Moreover, the 1st recessed part and 2nd recessed part in which a steel plate is provided are one of the adjacent 1st end board part and a 1st inner side wood part, and the second end board part and the 2nd inner side wood part of an adjacent one. Since it forms in one opposing surface before integrating with a joining binding material, it can form with sufficient precision by simple processing.
本発明によれば、安価で且つ短時間で製造することが可能な製造性に優れた耐火構造材の接合構造、及び、耐火構造材の接合方法を提供することが可能である。 ADVANTAGE OF THE INVENTION According to this invention, it is possible to provide the joining structure of the refractory structure material excellent in the manufacturability which can be manufactured cheaply in a short time , and the joining method of a refractory structure material.
以下、本発明にかかる一実施形態について図面を参照しつつ詳細に説明する。 Hereinafter, an embodiment according to the present invention will be described in detail with reference to the drawings.
まず、本発明にかかる耐火構造材について説明する。 First, the fireproof structural material according to the present invention will be described.
図1は、本発明にかかる耐火構造材の一実施形態を示す図である。本実施形態の耐火構造材１は、芯部をなし荷重を支持するための、木質材からなる荷重支持層２と、荷重支持層２の外側に配置される耐火材からなる燃え止まり層３と、燃え止まり層３の外側に配置される木質材からなる燃えしろ層４と、を備えている。 FIG. 1 is a view showing an embodiment of a refractory structural material according to the present invention. The fire-resistant structural material 1 of the present embodiment includes a load supporting layer 2 made of a wood material for forming a core and supporting a load, and a flame stop layer 3 made of a refractory material disposed outside the load supporting layer 2. The burnout layer 4 made of a wood material disposed outside the burnout layer 3 is provided.
荷重支持層２は、断面略矩形状をなし、製材、集成材、ＬＶＬ等の板状をなす木質板材としての木質ブロック２１を複数積層し、積層されている積層方向に綴り材としてのビス５が貫入されて一体化されている。以下の説明においては、荷重支持層２を形成し、積層された複数の木質ブロック２１のうちの、積層方向において両端に位置する２枚の木質ブロック２１をそれぞれ端板部２１ａと称し、一対の端板部２１ａの間に位置する１枚以上の木質ブロック２１を内側木質部２１ｂと称する。すなわち、荷重支持層２は、一対の端板部２１ａ間に亘るビス５により一対の端板部２１ａと内側木質部２１ｂとが接合されて一体化されている。ここで、内側木質部２１ｂを構成する木質ブロック２１は、１枚でも、複数積層されていても構わない。 The load support layer 2 has a substantially rectangular cross section, and a plurality of wood blocks 21 as a wood board material such as lumber, laminated wood, LVL, etc. are laminated, and a screw 5 as a binding material in the laminated direction in which they are laminated. Is intruded and integrated. In the following description, the load supporting layer 2 is formed, and among the laminated wood blocks 21, two wood blocks 21 positioned at both ends in the stacking direction are referred to as end plate portions 21a, respectively, One or more wood blocks 21 located between the end plate portions 21a are referred to as an inner wood portion 21b. In other words, the load supporting layer 2 is integrated by joining the pair of end plate portions 21a and the inner wood portion 21b with the screws 5 extending between the pair of end plate portions 21a. Here, the wood block 21 which comprises the inner side wood part 21b may be single, or may be laminated | stacked by two or more.
燃え止まり層３は、荷重支持層の炭化を防止する燃え止まり機能を有する部材で構成され、例えば、荷重支持層２の外周面を覆うように各々の面に耐火材としての石膏ボードがビス(不図示)により取り付けられている。ここで、燃え止まり層３を形成する部材は石膏ボードに限らず、例えば、高熱容量材であるモルタル、石材、ガラス、繊維補強セメント等の無機質材料、各種の金属材料の他、中空矩形断面の金属製のパイプ内に無機材料、液体金属、水、無機水和塩、消石灰等の蓄熱材料を充填して一体化したもの等であったり、断熱材である不燃木材、難燃処理材、珪酸カルシウム板、ロックウール、グラスウール等であったり、熱慣性の大きい木材であるセランガンバツ、ジャラ、ボンゴシ等であっても構わない。 The flame stop layer 3 is composed of a member having a flame stop function for preventing carbonization of the load support layer. For example, a gypsum board as a refractory material is screwed on each surface so as to cover the outer peripheral surface of the load support layer 2. (Not shown). Here, the member forming the flame stop layer 3 is not limited to a gypsum board, but, for example, mortar which is a high heat capacity material, stone material, glass, inorganic materials such as fiber reinforced cement, various metal materials, hollow rectangular cross-section Incorporating inorganic materials, liquid metals, water, inorganic hydrated salts, heat storage materials such as slaked lime into metal pipes, etc., or non-combustible wood, flame-retardant treatment materials, silicic acid as heat insulation materials It may be a calcium plate, rock wool, glass wool or the like, or a selangan bat, jala, bongoshi or the like which is a wood having a large thermal inertia.
燃えしろ層４は、荷重支持層２と同様のひき板や単板（ＬＶＬ）等からなる単材または単材を複数集成した木質ブロック２１が燃え止まり層３の外周面を覆うように各々の面に接着剤により取り付けられている。 The burnout layer 4 is made of a single material or a single block made of a single plate or a single plate (LVL) similar to that of the load support layer 2, so that each of the wood blocks 21 covers the outer peripheral surface of the flame stop layer 3. It is attached to the surface with an adhesive.
本実施形態の耐火構造材１によれば、荷重支持層２が、積層された複数の木質ブロック２１にビス５が貫入されて一体化されて形成されているので、荷重支持層２を製造するために複数の木質ブロック２１同士を接着する必要がない。このため、専用の設備は必要とせず、安価で短時間で製造可能な、製造性に優れた耐火構造材１を提供することが可能である。 According to the fireproof structure material 1 of the present embodiment, the load supporting layer 2 is manufactured because the screw 5 is inserted into and integrated with a plurality of laminated wood blocks 21. Therefore, there is no need to bond a plurality of wood blocks 21 together. For this reason, it is possible to provide the fireproof structural material 1 excellent in manufacturability, which is inexpensive and can be manufactured in a short time, without requiring special equipment.
図２は、耐火構造材の製造方法を示す図である。 FIG. 2 is a diagram illustrating a method for manufacturing a refractory structural material.
耐火構造材１は、複数の木質ブロック２１を積層する積層ステップＳ１と、積層した複数の木質ブロック２１にビス５を貫入して荷重支持層２を形成する荷重支持層形成ステップＳ２と、荷重支持層２の外側に石膏ボードを取り付けて燃え止まり層３を形成する燃え止まり層形成ステップＳ３と、燃え止まり層３の外側に木質ブロック２１を取り付けて燃えしろ層４を形成する燃えしろ層形成ステップＳ４を経て製造される。 The refractory structural material 1 includes a stacking step S1 in which a plurality of wood blocks 21 are stacked, a load support layer forming step S2 in which a screw 5 is inserted into the stacked wood blocks 21 to form a load support layer 2, and a load support A burnout layer forming step S3 in which a gypsum board is attached to the outside of the layer 2 to form the burnout layer 3, and a burnout layer forming step in which the wood block 21 is attached to the outside of the burnout layer 3 to form the burnout layer 4 Manufactured via S4.
本実施形態の耐火構造材１の製造方法によれば、荷重支持層２を、複数の木質ブロック２１を積層しビス５を貫入して一体化して形成するので、耐火構造材１の一部をなす荷重支持層２を積層した木質ブロック２１にビス５を貫入するだけで簡単に且つ短時間で安価な耐火構造材１を製造することが可能である。 According to the method for manufacturing the refractory structural material 1 of the present embodiment, the load supporting layer 2 is formed by laminating a plurality of wood blocks 21 and penetrating the screws 5 so that a part of the refractory structural material 1 is formed. It is possible to easily and inexpensively manufacture the fireproof structural material 1 in a short time simply by inserting the screw 5 into the wood block 21 on which the load supporting layer 2 to be formed is laminated.
図３は、耐火構造材梁と耐火構造材柱との接合構造を示す斜視図である。図４は、耐火構造材梁と耐火構造材柱との接合構造を示す水平断面図である。 FIG. 3 is a perspective view showing a joint structure between a refractory structural material beam and a refractory structural material column. FIG. 4 is a horizontal sectional view showing a joint structure between the refractory structural material beam and the refractory structural material column.
次に、耐火構造材の接合構造を、上記耐火構造材１を梁及び柱として用い、梁をなす第一耐火構造材としての耐火構造材梁６と、柱をなす第二耐火構造材としての耐火構造材柱７とを接合した耐火構造材梁６と耐火構造材柱７との接合構造を例に挙げて説明する。 Next, the fireproof structure material 1 is used as a beam and a column, the fireproof structure beam 6 as a first fireproof structure material forming a beam, and the second fireproof structure material as a column. A description will be given by taking as an example a joining structure of the fire-resistant structural material beam 6 and the fire-resistant structural material column 7 joined to the fire-resistant structural material column 7.
接合される耐火構造材梁６と耐火構造材柱７は、耐火構造材１を製造する工程において、接合部をなす耐火構造材梁６の先端部６ａと、耐火構造材柱７の上端部（先端部）７ａとが接合できる形状に形成される。以下の説明においては、第一荷重支持層に相当する耐火構造材梁６の荷重支持層２を梁荷重支持層６２とし、第一端板部に相当する耐火構造材梁６の端板部２１ａを梁端板部６２ａとし、第一内側木質材に相当する耐火構造材梁６の内側木質部２１ｂを梁内側木質部６２ｂとし、第一燃え止まり層に相当する耐火構造材梁６の燃え止まり層３を梁燃え止まり層６３とし、第一燃えしろ層に相当する耐火構造材梁６の燃えしろ層４を梁燃えしろ層６４として説明する。また、第二荷重支持層に相当する耐火構造材柱７の荷重支持層２を柱荷重支持層７２とし、第二端板部に相当する耐火構造材柱７の端板部２１ａを柱端板部７２ａとし、第二内側木質材に相当する耐火構造材柱７の内側木質部２１ｂを柱内側木質部７２ｂとし、第二燃え止まり層に相当する耐火構造材柱７の燃え止まり層３を柱燃え止まり層７３とし、第二燃えしろ層に相当する耐火構造材柱７の燃えしろ層４を柱燃えしろ層７４として説明する。 The refractory structural beam 6 and the refractory structural column 7 to be joined together in the process of manufacturing the refractory structural member 1 are the tip 6a of the refractory structural beam 6 and the upper end ( It is formed in a shape that can be joined to the tip portion 7a. In the following description, the load support layer 2 of the refractory structural material beam 6 corresponding to the first load support layer is referred to as the beam load support layer 62, and the end plate portion 21a of the refractory structural material beam 6 corresponding to the first end plate portion. Is the beam end plate portion 62a, the inner wooden portion 21b of the fire-resistant structural material beam 6 corresponding to the first inner wooden material is the beam inner wooden portion 62b, and the fire-resistant layer 3 of the fire-resistant structural material beam 6 corresponding to the first dead-end layer. Will be described as a beam burn-off layer 63, and the burn-off layer 4 of the refractory structural material beam 6 corresponding to the first burn-in layer will be referred to as a beam burn-off layer 64. Further, the load supporting layer 2 of the refractory structural material column 7 corresponding to the second load supporting layer is used as the column load supporting layer 72, and the end plate portion 21a of the refractory structural material column 7 corresponding to the second end plate portion is used as the column end plate. The inner wood part 21b of the refractory structural material column 7 corresponding to the second inner wood material is the column inner wood part 72b, and the fire stop layer 3 of the refractory structure column 7 corresponding to the second fire stop layer is stopped. The burnout layer 4 of the refractory structural material column 7 corresponding to the second burnup layer is referred to as a layer burnup layer 74.
耐火構造材梁６は、その長手方向において、梁燃えしろ層６４より梁燃え止まり層６３が突出し、梁燃え止まり層６３より梁端板部６２ａが突出し、梁端板部６２ａより梁内側木質部６２ｂが突出するように形成され、一対の梁端板部６２ａと梁内側木質部６２ｂとの間から梁端板部６２ａより突出して梁内側木質部６２ｂに沿うように２枚の鋼板８が配置されている。この鋼板８は、一対の梁端板部６２ａと梁内側木質部６２ｂとの間に挟まれている部位にて一対の梁端板部６２ａ間に亘るように貫入された、接合綴り材としてのドリフトピン９により固定されている。 In the longitudinal direction of the refractory structural beam 6, the beam burning stop layer 63 protrudes from the beam burning margin layer 64, the beam end plate portion 62a protrudes from the beam burning stop layer 63, and the beam inner wood portion 62b from the beam end plate portion 62a. The two steel plates 8 are disposed so as to protrude from the beam end plate portion 62a along the beam inner wood portion 62b from between the pair of beam end plate portions 62a and the beam inner wood portion 62b. . The steel plate 8 is a drift as a jointing material that penetrates between the pair of beam end plate portions 62a at a portion sandwiched between the pair of beam end plate portions 62a and the beam inner wood portion 62b. It is fixed by a pin 9.
耐火構造材柱７の上端部７ａには、鋼板８が取り付けられた耐火構造材梁６の先端部６ａ、より具体的には、梁燃えしろ層６４の先端６４ａが耐火構造材柱７の側面７ｂに当接されて、耐火構造材梁６の梁燃えしろ層６４の先端６４ａより突出している部位が、鋼板８とともに耐火構造材柱７の柱燃え止まり層７３の内側に収容されるような収容凹部７ｃが形成されている。耐火構造材梁６の先端部６ａが耐火構造材柱７の収容凹部７ｃに収容された状態では、耐火構造材梁６の上面側に位置する梁燃えしろ層６４は、耐火構造材柱７の上縁７ｅより上に突出している。 At the upper end portion 7 a of the refractory structural material column 7, the distal end portion 6 a of the refractory structural material beam 6 to which the steel plate 8 is attached, more specifically, the distal end 64 a of the beam burner layer 64 is the side surface of the refractory structural material column 7. 7b, and the portion protruding from the tip 64a of the beam burn-off layer 64 of the refractory structural material beam 6 is accommodated inside the column flame stop layer 73 of the refractory structural material column 7 together with the steel plate 8. A housing recess 7c is formed. In a state in which the distal end portion 6 a of the refractory structural material beam 6 is accommodated in the accommodating recess 7 c of the refractory structural material column 7, the beam burnout layer 64 positioned on the upper surface side of the refractory structural material beam 6 It protrudes above the upper edge 7e.
このため耐火構造材柱７の、耐火構造材梁６が接合される側面７ｂ側の柱燃えしろ層７４は、耐火構造材梁６の梁燃えしろ層６４の先端６４ａが当接する部位の内側となる部分が切除されており、隣接する柱燃え止まり層７３も側面７ｂ側の柱燃えしろ層７４と同じ高さで切除されている。また、耐火構造材柱７の柱燃え止まり層７３において、接合される耐火構造材梁６の長手方向と直交する方向にて対向している部位は、側面７ｂ側の柱燃え止まり層７３より奥側まで露出されるように、耐火構造材柱７の一対の柱端板部７２ａが切除されており、柱内側木質部７２ｂは側面７ｂ側の柱燃えしろ層７４と同じ高さで切除されている。このため、耐火構造材梁６が接合される側から、一対の柱端板部７２ａ間に、耐火構造材梁６が接合される側面７ｂとは反対側に位置する柱燃え止まり層７３が見えるように露出している。 For this reason, the column burn-off layer 74 on the side surface 7b side of the fire-resistant structural material column 7 to which the fire-resistant structural material beam 6 is joined is formed on the inner side of the portion where the front end 64a of the beam expandable layer 64 of the fire-resistant structural material beam 6 abuts. The adjacent column burning stop layer 73 is also cut off at the same height as the column burning margin layer 74 on the side surface 7b side. Further, in the column fire-stopping layer 73 of the refractory structural material column 7, the portion facing in the direction orthogonal to the longitudinal direction of the fire-resistant structural material beam 6 to be joined is deeper than the column fire-stopping layer 73 on the side surface 7 b side. The pair of column end plate portions 72a of the refractory structural material column 7 are cut out so as to be exposed to the side, and the column inner wood portion 72b is cut out at the same height as the column burnout layer 74 on the side surface 7b side. . For this reason, from the side to which the refractory structural material beam 6 is joined, the column burning stop layer 73 located on the opposite side to the side surface 7b to which the refractory structural material beam 6 is joined is seen between the pair of column end plate portions 72a. So that it is exposed.
また、一対の柱端板部７２ａには各々、柱内側木質部７２ｂと対向する対向面に柱内側木質部７２ｂから離れる方向に凹設させて、耐火構造材柱７と耐火構造材梁６とを接合するために設けられる鋼板８が配置される第二凹部としての柱凹部７２ｃが形成されている。このように柱燃えしろ層７４、柱燃え止まり層７３、柱端板部７２ａ、及び、柱内側木質部７２ｂが形成された耐火構造材柱７の上端部７ａにて窪む部位が収容凹部７ｃをなしている。 In addition, the pair of column end plate portions 72a are each recessed in a direction away from the column inner wood portion 72b on the opposing surface facing the column inner wood portion 72b, and the fire resistant structural material column 7 and the fire resistant structure material beam 6 are joined. A column recess 72c is formed as a second recess in which the steel plate 8 provided for the purpose is disposed. In this way, the portion recessed at the upper end portion 7a of the refractory structural material column 7 in which the column burn-off layer 74, the column burn-off layer 73, the column end plate portion 72a, and the column inner wood portion 72b are formed becomes the accommodation recess 7c. There is no.
耐火構造材梁６の先端部６ａは、耐火構造材柱７の柱燃えしろ層７４と柱燃え止まり層７３の厚み分、耐火構造材梁６の梁燃え止まり層６３が梁燃えしろ層６４の先端６４ａより突出している。耐火構造材梁６の梁端板部６２ａは、耐火構造材梁６の梁燃えしろ層６４の先端６４ａが、耐火構造材柱７の側面７ｂの柱燃えしろ層７４に当接された状態で、耐火構造材柱７の柱端板部７２ａに、先端６２ｅが当接されるように、梁燃え止まり層６３より突出されている。耐火構造材梁６の梁内側木質部６２ｂは、耐火構造材梁６の梁燃えしろ層６４の先端６４ａが、耐火構造材柱７の側面７ｂの柱燃えしろ層７４に当接された状態で、耐火構造材柱７の側面７ｂと反対側にて露出された柱燃え止まり層７３に、先端６ｂが当接されるように梁端板部６２ａより突出されている。 The distal end portion 6 a of the refractory structural material beam 6 is formed by the thickness of the column burn-off layer 74 and the column burn-off layer 73 of the refractory structural material column 7, and the beam burn-off layer 63 of the refractory structural material beam 6 It protrudes from the tip 64a. The beam end plate portion 62 a of the refractory structural material beam 6 is in a state in which the tip 64 a of the beam flaming layer 64 of the refractory structural material beam 6 is in contact with the column flaming layer 74 on the side surface 7 b of the refractory structural material column 7. In addition, the end of the fire-proof structural material column 7 is projected from the beam stop layer 63 so that the tip 62e is brought into contact with the column end plate portion 72a. The inside wood part 62b of the refractory structural material beam 6 is in a state in which the tip 64a of the beam flaming layer 64 of the refractory structural material beam 6 is in contact with the column flaming layer 74 of the side surface 7b of the refractory structural material column 7. It protrudes from the beam end plate part 62a so that the tip 6b abuts on the column burning stop layer 73 exposed on the side opposite to the side surface 7b of the refractory structural material column 7.
耐火構造材梁６の、梁内側木質部６２ｂと隣接する一対の梁端板部６２ａには各々、梁内側木質部６２ｂと対向する対向面に梁内側木質部６２ｂから離れる方向に凹設させて、耐火構造材柱７と耐火構造材梁６とを接合するために設けられる鋼板８が配置される第一凹部としての梁凹部６２ｃが形成されている。 Each of the pair of beam end plate portions 62a adjacent to the beam inner wood portion 62b of the fire resistant structural beam 6 is recessed in a direction facing away from the beam inner wood portion 62b in a direction away from the beam inner wood portion 62b. A beam recess 62c is formed as a first recess in which a steel plate 8 provided for joining the material column 7 and the refractory structural material beam 6 is disposed.
耐火構造材柱７の上端部７ａの収容凹部７ｃに耐火構造材梁６の先端部６ａが収容された状態では、柱凹部７２ｃと梁凹部６２ｃとが繋がって形成される空隙部１０に鋼板８が、耐火構造材柱７と耐火構造材梁６とに亘るように配置されている。耐火構造材梁６および耐火構造材柱７には空隙部１０に収容された鋼板８を貫通する方向に耐火構造材柱７および耐火構造材梁６をそれぞれ貫通する複数の貫通孔６ｄ、７ｄが設けられている。各貫通孔６ｄ、７ｄに、一対の梁端板部６２ａ及び一対の柱端板部７２ａ間に亘るようにドリフトピン９がそれぞれ貫入されていることにより耐火構造材柱７と耐火構造材梁６とが接合されている。 In a state where the distal end portion 6a of the refractory structural material beam 6 is accommodated in the accommodation concave portion 7c of the upper end portion 7a of the refractory structural material column 7, the steel plate 8 is formed in the gap portion 10 formed by connecting the column concave portion 72c and the beam concave portion 62c. Are arranged so as to extend over the refractory structural material column 7 and the refractory structural material beam 6. The refractory structural material beam 6 and the refractory structural material column 7 have a plurality of through-holes 6d and 7d penetrating the refractory structural material column 7 and the refractory structural material beam 6 in a direction penetrating the steel plate 8 accommodated in the gap portion 10, respectively. Is provided. The drift pins 9 are respectively inserted into the through holes 6d and 7d so as to extend between the pair of beam end plate portions 62a and the pair of column end plate portions 72a, whereby the refractory structural material column 7 and the refractory structural material beam 6 are provided. And are joined.
また、貫通孔６ｄ、７ｄのうち梁燃え止まり層６３および柱燃え止まり層７３に形成されている部分は、ドリフトピン９が挿通される挿通孔６３ａ、７３ａ（第一挿通孔）であり、梁燃え止まり層６３および柱燃え止まり層７３と同じ材質の封入部材６３ｂ、７３ｂが封入されている。また、貫通孔６ｄ、７ｄのうち梁燃えしろ層６４、柱燃えしろ層７４に形成されている部分は、ドリフトピン９が挿通される挿通孔６４ｂ、７４ｂ(第二挿通孔)であり、梁燃えしろ層６４および柱燃えしろ層７４と同じ材質の封入部材６４ｃ、７４ｃが封入されている。 In addition, portions of the through holes 6d and 7d formed in the beam stop layer 63 and the column stop layer 73 are insertion holes 63a and 73a (first insertion holes) through which the drift pin 9 is inserted. Encapsulating members 63b and 73b made of the same material as that of the flame stop layer 63 and the column flame stop layer 73 are enclosed. Further, portions of the through holes 6d and 7d formed in the beam burnout layer 64 and the column burnout layer 74 are insertion holes 64b and 74b (second insertion holes) through which the drift pin 9 is inserted. Encapsulating members 64c and 74c made of the same material as the burnout layer 64 and the column burnout layer 74 are enclosed.
耐火構造材柱７の小口、すなわち上端部には、耐火構造材柱７の柱燃え止まり層７３および耐火構造材梁６の上面側の石膏ボードにより囲まれた領域を覆うように石膏ボード１１が固定されており、その上側に耐火構造材柱７の柱燃え止まり層７３の上端を塞ぐように木質ブロック２１が接着されている。このように接合された耐火構造材梁６の梁荷重支持層６２は梁燃え止まり層６３により囲まれ、耐火構造材柱７の柱荷重支持層７２は、柱燃え止まり層７３により囲まれている。 A gypsum board 11 is provided at the small end, that is, the upper end portion of the refractory structural material column 7 so as to cover a region surrounded by the pillar burning stop layer 73 of the refractory structural material column 7 and the gypsum board on the upper surface side of the refractory structural material beam 6. The wood block 21 is bonded to the upper side thereof so as to close the upper end of the column burning stop layer 73 of the refractory structural material column 7. The beam load support layer 62 of the refractory structural material beam 6 joined in this way is surrounded by the beam fire stop layer 63, and the column load support layer 72 of the refractory structure material column 7 is surrounded by the column fire stop layer 73. .
本実施形態の耐火構造材梁６と耐火構造材柱７との接合構造によれば、耐火構造材梁６の先端部６ａが耐火構造材柱７の収容凹部７ｃに収容されて、耐火構造材梁６の梁内側木質部６２ｂと、耐火構造材梁６の一対の梁端板部６２ａ及び耐火構造材柱７の一対の柱端板部７２ａとの間に形成される空隙部１０に設けられた、耐火構造材梁６と耐火構造材柱７とに亘る２枚の鋼板８を貫通するドリフトピン９が、一対の梁端板部６２ａの間及び一対の柱端板部７２ａの間に亘っているので、耐火構造材梁６と耐火構造材柱７とを、２枚の鋼板８により挟持して強固に接合することが可能である。 According to the joint structure of the refractory structural material beam 6 and the refractory structural material column 7 of the present embodiment, the distal end portion 6a of the refractory structural material beam 6 is accommodated in the accommodating recess 7c of the refractory structural material column 7, Provided in the gap 10 formed between the beam-side wooden portion 62b of the beam 6, the pair of beam end plate portions 62a of the refractory structural material beam 6, and the pair of column end plate portions 72a of the refractory structural material column 7. The drift pin 9 passing through the two steel plates 8 extending between the fire-resistant structural material beam 6 and the fire-resistant structural material column 7 extends between the pair of beam end plate portions 62a and between the pair of column end plate portions 72a. Therefore, the refractory structural material beam 6 and the refractory structural material column 7 can be sandwiched between the two steel plates 8 and firmly joined.
また、一対の梁端板部６２ａと、一対の梁端板部６２ａの間に設けられる梁内側木質部６２ｂにて形成された耐火構造材１でなる耐火構造材梁６の梁端板部６２ａおよび、一対の柱端板部７２ａと、一対の柱端板部７２ａの間に設けられる柱内側木質部７２ｂにて形成された耐火構造材１でなる耐火構造材柱７の柱端板部７２ａに、鋼板８が配置される梁凹部６２ｃまたは柱凹部７２ｃが設けられているので、梁凹部６２ｃおよび柱凹部７２ｃを簡単な加工により設けて容易に鋼板８を配置することが可能である。 Further, a beam end plate portion 62a of the fire resistant structural material beam 6 made of the fire resistant structural material 1 formed by a pair of beam end plate portions 62a and a beam inner wood portion 62b provided between the pair of beam end plate portions 62a, and The column end plate portion 72a of the fire resistant structural material column 7 made of the fire resistant structure material 1 formed by the pair of column end plate portions 72a and the column inner wood portion 72b provided between the pair of column end plate portions 72a, Since the beam recess 62c or the column recess 72c in which the steel plate 8 is disposed is provided, it is possible to easily arrange the steel plate 8 by providing the beam recess 62c and the column recess 72c by simple processing.
また、耐火構造材梁６と耐火構造材柱７とが接合された状態では、耐火構造材梁６の梁燃え止まり層６３と耐火構造材柱７の柱燃え止まり層７３とが当接されて繋がっているので、梁荷重支持層６２が梁燃え止まり層６３により囲まれ、耐火構造材柱７の柱荷重支持層７２が柱燃え止まり層７３により囲まれた耐火性の高い耐火構造材梁６と耐火構造材柱７との接合構造を実現することが可能である。 Further, in a state where the refractory structural material beam 6 and the refractory structural material column 7 are joined, the beam fire-stopping layer 63 of the refractory structural material beam 6 and the column fire-stopping layer 73 of the refractory structural material column 7 are brought into contact with each other. Since they are connected, the beam load supporting layer 62 is surrounded by the beam burning stop layer 63, and the column load supporting layer 72 of the refractory structural material column 7 is surrounded by the column burning blocking layer 73. It is possible to realize a joint structure between the refractory structural material pillar 7 and the refractory structural material column 7.
また、梁燃え止まり層６３および柱燃え止まり層７３は、ドリフトピン９が挿通される第一挿通孔６３ａ、７３ａにも梁燃え止まり層６３および柱燃え止まり層７３と同じ材質の封入部材６３ｂ、７３ｂが封入されているので、梁荷重支持層６２全体、柱荷重支持層７２全体を隙間無く梁燃え止まり層６３および柱燃え止まり層７３で囲うことが可能である。このため、より耐火性の高い耐火構造材梁６と耐火構造材柱７との接合構造を実現することが可能である。 Further, the beam stop layer 63 and the column stop layer 73 are also encapsulated members 63b made of the same material as the beam stop layer 63 and the column stop layer 73 in the first insertion holes 63a and 73a through which the drift pin 9 is inserted. Since 73b is enclosed, the entire beam load supporting layer 62 and the entire column load supporting layer 72 can be surrounded by the beam burning stop layer 63 and the column burning stopping layer 73 without any gap. For this reason, it is possible to realize a joint structure between the refractory structural material beam 6 and the refractory structural material column 7 having higher fire resistance.
また、梁燃えしろ層６４および柱燃えしろ層７４は、ドリフトピン９が挿通される第二挿通孔６４ｂ、７４にも梁燃えしろ層６４および柱燃えしろ層７４と同じ材質の部材が挿入されているので、梁燃え止まり層６３全体を隙間無く梁燃えしろ層６４で覆うことが可能であり、柱燃え止まり層７３全体を隙間無く柱燃えしろ層７４で囲うことが可能である。特に、耐火構造材梁６と耐火構造材柱７との外周部をなす梁燃えしろ層６４および柱燃えしろ層７４に設けられた第二挿通孔６４ｂ、７４に梁燃えしろ層６４および柱燃えしろ層７４と同じ材質の部材が挿入されているので、美観を損なうことなく耐火構造材梁６と耐火構造材柱７を接合することが可能である。 Further, in the beam burnup layer 64 and the column burnup layer 74, members of the same material as the beam burnup layer 64 and the column burnup layer 74 are also inserted into the second insertion holes 64b and 74 through which the drift pin 9 is inserted. Therefore, the entire beam burning stop layer 63 can be covered with the beam burning allowance layer 64 without any gap, and the entire column burning stop layer 73 can be surrounded with the column burning allowance layer 74 without any gap. In particular, the beam burn-off layer 64 and the column burn are provided in the second insertion holes 64b and 74 provided in the beam burn-off layer 64 and the column burn-off layer 74 that form the outer periphery of the fire-resistant structural beam 6 and the fire-resistant structural column 7. Since a member made of the same material as that of the marginal layer 74 is inserted, it is possible to join the refractory structural material beam 6 and the refractory structural material column 7 without impairing the beauty.
次に、本耐火構造材梁６と耐火構造材柱７との接合方法について説明する。図５は、耐火構造材梁と耐火構造材柱との接合方法を示す図である。 Next, a method for joining the refractory structural material beam 6 and the refractory structural material column 7 will be described. FIG. 5 is a diagram illustrating a method of joining the fire-resistant structural material beam and the fire-resistant structural material column.
耐火構造材梁６と耐火構造材柱７とを接合する場合には、鋼板８を備えた耐火構造材梁６と耐火構造材柱７とを各々工場等にて製造し（耐火構造材梁形成ステップＳ１１、耐火構造材柱形成ステップＳ１２）、製造した耐火構造材梁６と耐火構造材柱７とを現場に搬入し、現場において耐火構造材柱７の上端部７ａに耐火構造材梁６の先端部６ａを嵌め込みドリフトピン９を貫入して接合する（接合ステップＳ１３）。 When joining the refractory structural material beam 6 and the refractory structural material column 7, the refractory structural material beam 6 and the refractory structural material column 7 having the steel plate 8 are respectively manufactured at a factory or the like (formation of refractory structural material beam formation). Step S11, refractory structural material column forming step S12), the manufactured refractory structural material beam 6 and the refractory structural material column 7 are carried to the site, and the refractory structural material beam 6 is placed on the upper end portion 7a of the refractory structural material column 7 at the site. The front end 6a is fitted and the drift pin 9 is inserted and joined (joining step S13).
耐火構造材梁形成ステップＳ１１では、まず、梁荷重支持層６２を形成する複数の木質ブロック２１のうちの積層方向において両端に配置されて一対の梁端板部６２ａをなす木質ブロック２１の、内側に配置される梁内側木質部６２ｂをなす木質ブロック２１と対向する対向面に鋼板８を配置するための梁凹部６２ｃを形成する。梁凹部６２ｃは、当該梁凹部６２ｃに鋼板８が配置されたときに、鋼板８がガタつかないように鋼板８の厚みより僅かに薄く形成する。また、梁凹部６２ｃは、梁端板部６２ａの梁内側木質部６２ｂ側の面を、先端から鋼板８の長さのほぼ半分に相当する分だけ切除する。 In the fire-resistant structural beam forming step S11, first, the inner side of the wooden block 21 which is disposed at both ends in the stacking direction among the plurality of wooden blocks 21 forming the beam load support layer 62 and forms a pair of beam end plate portions 62a. A beam recess 62c for arranging the steel plate 8 is formed on the opposing surface facing the wood block 21 forming the beam inside wood part 62b. The beam recess 62c is formed slightly thinner than the thickness of the steel plate 8 so that the steel plate 8 does not rattle when the steel plate 8 is disposed in the beam recess 62c. The beam recess 62c cuts the surface of the beam end plate portion 62a on the beam inner wood portion 62b side by an amount corresponding to approximately half of the length of the steel plate 8 from the tip.
次に、梁内側木質部６２ｂの両側に梁端板部６２ａを配置して積層し、梁凹部６２ｃを避けてビス５により梁内側木質部６２ｂと梁端板部６２ａとを一体化して梁荷重支持層６２を形成する。このとき、梁凹部６２ｃに配置する鋼板８の先端より梁内側木質部６２ｂの先端のほうが突出するように配置する。 Next, the beam end plate portions 62a are arranged and laminated on both sides of the beam inner wood portion 62b, and the beam inner wood portion 62b and the beam end plate portion 62a are integrated by the screw 5 while avoiding the beam recess 62c, and the beam load support layer. 62 is formed. At this time, it arrange | positions so that the front-end | tip of the beam inner side wood part 62b may protrude rather than the front-end | tip of the steel plate 8 arrange | positioned at the beam recessed part 62c.
次に、梁荷重支持層６２の梁凹部６２ｃに、その半分が先端側に突出するように、ドリフトピン９が貫入される貫通孔を備えた鋼板８を挿入し、外側に石膏ボードをビスにより固定して梁燃え止まり層６３を形成する。このとき、梁端板部６２ａの先端が梁燃え止まり層６３をなす石膏ボードの先端より突出するように石膏ボードを配置する。 Next, a steel plate 8 having a through-hole into which the drift pin 9 is inserted is inserted into the beam recess 62c of the beam load support layer 62 so that half of the beam protrudes toward the tip side, and the gypsum board is screwed outside with a screw. It fixes and the beam burning stop layer 63 is formed. At this time, the gypsum board is arranged so that the end of the beam end plate portion 62 a protrudes from the end of the gypsum board forming the beam stop layer 63.
次に、梁燃え止まり層６３の外側に木質ブロック２１を接着して梁燃えしろ層６４を形成する。このとき、梁燃え止まり層６３をなす石膏ボードの先端が、梁燃えしろ層６４をなす木質ブロック２１の先端より突出し、耐火構造材柱７の柱燃え止まり層７３と燃えしろ層７４との厚み分だけ梁燃え止まり層６３が梁燃えしろ層６４より突出するように配置する。 Next, the wood block 21 is bonded to the outside of the beam burning stop layer 63 to form the beam burning margin layer 64. At this time, the tip of the gypsum board forming the beam burn-off layer 63 protrudes from the tip of the wood block 21 forming the beam burn-off layer 64, and the thickness of the column burn-off layer 73 and burn-off layer 74 of the refractory structural material column 7. It arrange | positions so that the beam burning stop layer 63 may protrude from the beam burning margin layer 64 by the part.
梁燃えしろ層６４が備えられた耐火構造材梁６には、積層方向に貫通しドリフトピン９が貫入される貫通孔６ｄを形成しておく。 The refractory structural material beam 6 provided with the beam burnout layer 64 is formed with a through hole 6d penetrating in the stacking direction and penetrating the drift pin 9.
耐火構造材柱形成ステップＳ１２では、まず、柱荷重支持層７２を形成する複数の木質ブロック２１のうちの積層方向において両端に配置される一対の柱端板部７２ａをなす木質ブロック２１の、内側に配置される柱内側木質部７２ｂをなす木質ブロック２１と対向する対向面に鋼板８を配置するための柱凹部７２ｃを形成する。このとき、鋼板８の厚みより僅かに薄く、柱端板部７２ａの柱内側木質部７２ｂ側の面を、先端部分であって耐火構造材梁６が接合される面側に鋼板８の長さのほぼ半分に相当する分だけ切除する。 In the fireproof structural material column forming step S12, first, the inner side of the wooden block 21 forming the pair of column end plate portions 72a disposed at both ends in the stacking direction among the plurality of wooden blocks 21 forming the column load supporting layer 72. A column recess 72c for disposing the steel plate 8 is formed on the opposing surface facing the wood block 21 forming the column inner wood portion 72b. At this time, the thickness of the steel plate 8 is slightly smaller than the thickness of the steel plate 8, and the surface of the column end plate portion 72a on the column inner wood portion 72b side is the tip portion and the surface side where the refractory structural beam 6 is joined. Excise as much as half.
次に、柱内側木質部７２ｂの両側に柱端板部７２ａを配置して積層し、柱凹部７２ｃを避けてビス５により柱内側木質部７２ｂと柱端板部７２ａとを一体化して柱荷重支持層７２を形成する。このとき、柱内側木質部７２ｂの上端が、柱端板部７２ａの上端より、耐火構造材梁６の梁荷重支持層６２の高さ分だけ低くなるように配置する。また柱端板部７２ａの、柱内側木質部７２ｂより上方に突出している部位は、耐火構造材梁６の梁燃えしろ層６４の先端６４ａが耐火構造材柱７の側面７ｂに当接されたときに耐火構造材梁６の梁端板部６２ａの先端が当接される位置まで切除しておく。 Next, column end plate portions 72a are arranged and laminated on both sides of the column inner wood portion 72b, and the column inner wood portion 72b and the column end plate portion 72a are integrated by screws 5 while avoiding the column recess 72c. 72 is formed. At this time, it arrange | positions so that the upper end of the column inner side wood part 72b may become lower than the upper end of the column end board part 72a by the height of the beam load support layer 62 of the fire-resistant structural material beam 6. FIG. Further, the portion of the column end plate portion 72a that protrudes upward from the column inner wood portion 72b is when the tip 64a of the beam burnout layer 64 of the refractory structural material beam 6 is brought into contact with the side surface 7b of the refractory structural material column 7. Next, the refractory structural material beam 6 is cut out to a position where the tip of the beam end plate portion 62a comes into contact.
次に、柱荷重支持層７２の外側に石膏ボードをビスにより固定して柱燃え止まり層７３を形成する。このとき、柱荷重支持層７２の耐火構造材梁６が当接される側の面に設けられる石膏ボードは、柱内側木質部７２ｂと同じ高さに形成されている。 Next, a column burning stop layer 73 is formed by fixing a gypsum board to the outside of the column load support layer 72 with screws. At this time, the gypsum board provided on the surface of the column load support layer 72 on the side on which the fire-resistant structural material beam 6 abuts is formed at the same height as the column inner wood portion 72b.
次に、柱燃え止まり層７３の外側に木質ブロック２１を接着して柱燃えしろ層７４を形成する。このとき、柱燃え止まり層７３の耐火構造材梁６が当接される側の面に設けられる木質ブロック２１は、柱内側木質部７２ｂと同じ高さに形成されている。 Next, the wood block 21 is bonded to the outside of the column burning stop layer 73 to form the column burning margin layer 74. At this time, the wood block 21 provided on the surface of the pillar burning stop layer 73 on the side on which the fire-resistant structural material beam 6 abuts is formed at the same height as the pillar inner wood portion 72b.
柱燃えしろ層７４が備えられた耐火構造材柱７には、積層方向に貫通しドリフトピン９が貫入される貫通孔７ｄを形成しておく。 A through-hole 7d that penetrates in the stacking direction and penetrates the drift pin 9 is formed in the refractory structural material column 7 provided with the column burnout layer 74.
このように形成された耐火構造材柱７の上端部７ａには、耐火構造材梁６の先端部６ａが収容される収容凹部７ｃが形成される。 In the upper end portion 7a of the refractory structural material column 7 formed in this way, an accommodation recess 7c in which the distal end portion 6a of the refractory structural material beam 6 is accommodated is formed.
次に、耐火構造材梁６の梁燃えしろ層６４から繋がった貫通孔６ｄに、一対の梁端板部６２ａ間に亘るようにドリフトピン９を貫入して鋼板８を耐火構造材梁６に固定した後に、耐火構造材梁６と耐火構造材柱７とを施工現場に搬入する。 Next, the drift pin 9 is inserted into the through hole 6d connected from the beam burner layer 64 of the refractory structural material beam 6 so as to extend between the pair of beam end plate portions 62a, and the steel plate 8 is converted into the refractory structural material beam 6. After fixing, the refractory structural material beam 6 and the refractory structural material column 7 are carried into the construction site.
接合ステップＳ１３では、耐火構造材柱７が立てられた後に、耐火構造材柱７の収容凹部７ｃに耐火構造材梁６の先端部６ａを挿入し、耐火構造材柱７側の貫通孔７ｄに、一対の柱端板部７２ａ間に亘るようにドリフトピン９を貫入して耐火構造材梁６と耐火構造材柱７とを接合する。このとき、貫通孔６ｄ、７ｄのうち梁燃え止まり層６３、柱燃え止まり層７３に形成されている第一挿通孔６３ａ、７３ａに、梁燃え止まり層６３および柱燃え止まり層７３と同じ材質の封入部材６３ｂ、７３ｂを封入し、貫通孔６ｄ、７ｄのうち梁燃えしろ層６４、柱燃えしろ層７４に形成されている第二挿通孔６４ｂ、７４ｂに、梁燃えしろ層６４および柱燃えしろ層７４と同じ材質の封入部材６４ｃ、７４ｃを封入する。 In joining step S13, after the refractory structural material column 7 is erected, the distal end portion 6a of the refractory structural material beam 6 is inserted into the housing recess 7c of the refractory structural material column 7, and the through-hole 7d on the refractory structural material column 7 side is inserted. The refractory structural material beam 6 and the refractory structural material column 7 are joined by penetrating the drift pin 9 so as to extend between the pair of column end plate portions 72a. At this time, in the through holes 6d and 7d, the first insertion holes 63a and 73a formed in the beam burning stop layer 63 and the column burning blocking layer 73 are made of the same material as the beam burning blocking layer 63 and the column burning blocking layer 73. The enclosing members 63b and 73b are enclosed, and the beam burnout layer 64 and the column burnout are inserted into the second insertion holes 64b and 74b formed in the beam burnout layer 64 and the column burnout layer 74 of the through holes 6d and 7d. Encapsulating members 64c and 74c made of the same material as the layer 74 are encapsulated.
最後に、耐火構造材柱７の小口において耐火構造材柱７の柱燃え止まり層７３および耐火構造材梁６の上面側の石膏ボードにより囲まれた領域を覆うように石膏ボード１１を固定して柱燃え止まり層７３を形成し、その上側に木質ブロック２１を接着して柱燃えしろ層７４を形成する。 Finally, the gypsum board 11 is fixed at the fore end of the refractory structural material column 7 so as to cover the area surrounded by the pillar burning stop layer 73 of the refractory structural material column 7 and the gypsum board on the upper surface side of the refractory structural material beam 6. A column burning stop layer 73 is formed, and the wood block 21 is bonded to the upper side thereof to form a column burning margin layer 74.
本実施形態の耐火構造材梁６と耐火構造材柱７との接合方法によれば、耐火構造材梁６及び耐火構造材柱７は、梁荷重支持層６２及び柱荷重支持層７２が、積層された複数の木質ブロック２１にビス５が貫入されて一体化されている耐火構造材１により構成されているので、安価で且つ容易に製造することが可能である。また、鋼板８が設けられる空隙部１０をなす耐火構造材梁６の梁凹部６２ｃと耐火構造材柱７の柱凹部７２ｃとは、隣接する梁端板部６２ａと梁内側木質部６２ｂとのうちの一方の対向面に、一対の梁端板部６２ａと梁内側木質部６２ｂとをビス５により一体化する前に形成し、また、隣接する柱端板部７２ａと柱内側木質部７２ｂとのうちの一方の対向面に、一対の柱端板部７２ａと柱内側木質部７２ｂとをビス５により一体化する前に形成するので、簡単な加工により精度良く形成することが可能である。このため、容易に、且つ、耐火構造材梁６と耐火構造材柱７とをより強固に接合することが可能である。 According to the joining method of the refractory structural material beam 6 and the refractory structural material column 7 of the present embodiment, the refractory structural material beam 6 and the refractory structural material column 7 are formed by laminating the beam load support layer 62 and the column load support layer 72. Since the refractory structure material 1 is formed by inserting the screws 5 into the plurality of wood blocks 21 thus integrated, it can be manufactured inexpensively and easily. Further, the beam recess 62c of the refractory structural material beam 6 and the column recess 72c of the refractory structural material column 7 forming the gap 10 in which the steel plate 8 is provided are composed of the adjacent beam end plate portion 62a and the beam inner wood portion 62b. A pair of beam end plate portions 62a and a beam inner wood portion 62b are formed on one opposing surface before being integrated with the screw 5, and one of the adjacent column end plate portions 72a and the column inner wood portion 72b is formed. Since the pair of column end plate portions 72a and the columnar inner wood portion 72b are formed on the opposite surfaces before being integrated with the screws 5, they can be formed with high accuracy by simple processing. For this reason, it is possible to join the refractory structural material beam 6 and the refractory structural material column 7 more firmly and easily.
上記実施形態においては、鋼板８を配置するための梁凹部６２ｃ及び柱凹部７２ｃをいずれも一対の梁端板部６２ａ及び柱端板部７２ａに設ける例について説明したが、対面する端板部と内側木質部とのいずれか一方に設けられていれば構わない。 In the said embodiment, although the beam recessed part 62c for arrange | positioning the steel plate 8 and the column recessed part 72c both demonstrated the example which provides in a pair of beam end plate part 62a and the column end plate part 72a, the end plate part which faces It does not matter as long as it is provided on either one of the inside woody part.
また、上記実施形態においては、梁燃え止まり層６３および柱燃え止まり層７３に形成されている第一挿通孔６３ａ、７３ａに、梁燃え止まり層６３および柱燃え止まり層７３と同じ材質の封入部材６３ｂ、７３ｂを封入した例について説明したが、第一挿通孔６３ａ、７３ａには、燃え止まり機能を有する部材が封入されていれば、梁燃え止まり層６３および柱燃え止まり層７３と同じ材質の部材でなくとも構わない。 In the above-described embodiment, the first insertion holes 63 a and 73 a formed in the beam flame-stopping layer 63 and the column flame-stopping layer 73 are encapsulated members made of the same material as the beam flame-stopping layer 63 and the column flame-stopping layer 73. Although the example which enclosed 63b and 73b was demonstrated, if the member which has a burning stop function is enclosed in the 1st penetration holes 63a and 73a, it will be the same material as the beam burning stopping layer 63 and the column burning stopping layer 73. It does not have to be a member.
上記実施形態においては、耐火構造材の接合構造および接合方法を、耐火構造材梁と耐火構造材柱との接合構造及び接合方法を例に挙げて説明したが、これに限らず、耐火構造材梁同士または耐火構造材柱同士の接合であっても構わない。 In the above embodiment, the joining structure and joining method of the refractory structural material have been described by taking the joining structure and joining method of the refractory structural material beam and the refractory structural material column as an example. It may be a joint between beams or refractory structural material columns.
上記実施形態は、本発明の理解を容易にするためのものであり、本発明を限定して解釈するためのものではない。本発明は、その趣旨を逸脱することなく、変更、改良され得ると共に、本発明にはその等価物が含まれることはいうまでもない。 The above embodiment is for facilitating the understanding of the present invention, and is not intended to limit the present invention. The present invention can be changed and improved without departing from the gist thereof, and it is needless to say that the present invention includes equivalents thereof.
１ 耐火構造材
２ 荷重支持層
３ 燃え止まり層
４ 燃えしろ層
５ ビス（綴り材）
６ 耐火構造材梁
６ａ 先端部
６ｂ 先端
６ｄ 貫通孔
７ 耐火構造材柱
７ａ 上端部
７ｂ 側面
７ｃ 収容凹部
７ｄ 貫通孔
７ｅ 上縁
８ 鋼板
９ ドリフトピン（接合綴り材）
１０ 空隙部
１１ 石膏ボード
２１ 木質ブロック(木質板材)
２１ａ 端板部
２１ｂ 内側木質部
６２ 梁荷重支持層
６２ａ 梁端板部
６２ｂ 梁内側木質部
６２ｃ 梁凹部
６２ｅ 先端
６３ 梁燃え止まり層
６３ａ 第一挿通孔（挿通孔）
６３ｂ 封入部材
６４ 梁燃えしろ層
６４ａ 先端
６４ｂ 第二挿通孔（挿通孔）
６４ｃ 封入部材
７２ 柱荷重支持層
７２ａ 柱端板部
７２ｂ 柱内側木質部
７２ｃ 柱凹部
７３ 柱燃え止まり層
７４ 柱燃えしろ層
DESCRIPTION OF SYMBOLS 1 Fireproof structure material 2 Load support layer 3 Burn-out stop layer 4 Burn-off layer 5 Screw (spelling material)
6 Fire-resistant structural material beam 6a Tip 6b Tip 6d Through hole 7 Fire-resistant structural material column 7a Upper end 7b Side surface 7c Housing recess 7d Through hole 7e Upper edge 8 Steel plate 9 Drift pin (joint binding material)
10 Cavity 11 Gypsum board 21 Wood block (wood board)
21a End plate portion 21b Inner wood portion 62 Beam load support layer 62a Beam end plate portion 62b Beam inner wood portion 62c Beam recess 62e Tip 63 Beam burn-off layer 63a First insertion hole (insertion hole)
63b Enclosure member 64 Beam burn-off layer 64a Tip 64b Second insertion hole (insertion hole)
64c Encapsulating member 72 Column load supporting layer 72a Column end plate portion 72b Column inner wood portion 72c Column recess 73 Column burning stop layer 74 Column burning margin layer
Claims (4)
前記第一耐火構造材と第二耐火構造材は、それぞれ、
荷重を支持するための、木質材からなる荷重支持層と、
前記荷重支持層の外側に配置される燃え止まり層と、
前記燃え止まり層の外側に配置される木質材からなる燃えしろ層と、を備え、
前記荷重支持層は、積層された複数の木質板材が綴り材により一体化されており、
前記荷重支持層の積層された木質板材は、積層された積層方向における両端に位置する一対の端板部と、前記一対の端板部の間に設けられる内側木質部と、を有しており、
前記第一耐火構造材の前記第二耐火構造材に接合される先端部は、前記内側木質部の両側にて各々隣接する前記端板部と前記内側木質部とのうちの一方の、他方と対向する対向面に前記他方の対向面から離れる方向に凹設された２つの第一凹部を有し、
前記第二耐火構造材の前記第一耐火構造材に接合される先端部は、前記内側木質部の両側にて各々隣接する前記端板部と前記内側木質部とのうちの一方の、他方と対向する対向面に前記他方の対向面から離れる方向に凹設された２つの第二凹部を有しており、
前記内側木質部の両側にて各々前記第一凹部と前記第二凹部とに亘って配置される２枚の鋼板を有し、
前記第一耐火構造材と前記第二耐火構造材とには各々、前記２枚の鋼板を貫通する接合綴り材が前記一対の端板部の間に亘って貫入されており、
前記第一耐火構造材の前記先端部は、前記第二耐火構造材に設けられた収容凹部に収容され、前記第一耐火構造材の前記燃え止まり層と、前記第二耐火構造材の前記燃え止まり層は繋がっていることを特徴とする耐火構造材の接合構造。 A joining structure of a fire-resistant structural material for joining the first fire-resistant structural material and the second fire-resistant structural material,
The first refractory structure material and the second refractory structure material are respectively
A load support layer made of wood material to support the load,
A flame stop layer disposed outside the load bearing layer;
A burnt layer made of a wood material disposed outside the flame stop layer, and
In the load supporting layer, a plurality of laminated wood boards are integrated by a binding material,
The laminated wood board material of the load supporting layer has a pair of end plate parts located at both ends in the laminated direction of lamination, and an inner wood part provided between the pair of end plate parts,
The tip portion of the first refractory structural member joined to the second refractory structural member is opposed to one of the end plate portion and the inner wooden portion adjacent to each other on both sides of the inner wooden portion. Having two first recesses recessed in a direction away from the other facing surface on the facing surface;
The tip part of the second refractory structural material joined to the first refractory structural material is opposed to one of the end plate part and the inner wooden part adjacent to each other on both sides of the inner wooden part. Having two second recesses recessed in the facing surface away from the other facing surface;
Having two steel plates disposed across the first recess and the second recess on both sides of the inner wood part,
In each of the first refractory structural material and the second refractory structural material, a joint binding material that penetrates the two steel plates is penetrated between the pair of end plate portions ,
The tip portion of the first refractory structural material is housed in a housing recess provided in the second refractory structural material, and the flame stop layer of the first refractory structural material and the burn of the second refractory structural material. A joining structure of refractory structural materials characterized in that the stop layer is connected .
前記第一耐火構造材及び前記第二耐火構造材の前記燃え止まり層には前記接合綴り材が挿通される第一挿通孔が形成されており、
前記第一挿通孔には、燃え止まり機能を有する部材が封入されていることを特徴とする耐火構造材の接合構造。 A fireproof structure joint structure according to claim 1 ,
A first insertion hole through which the bonded binding material is inserted is formed in the non-flammable layer of the first fireproof structural material and the second fireproof structural material;
A member having a fire-stopping function is enclosed in the first insertion hole.
前記第一耐火構造材及び前記第二耐火構造材の前記燃えしろ層には前記接合綴り材が挿通される第二挿通孔が形成されており、
前記第二挿通孔には、前記燃えしろ層と同じ材質の部材が封入されていることを特徴とする耐火構造材の接合構造。 It is a joining structure of fireproof structure materials according to claim 2 ,
A second insertion hole through which the bonded binding material is inserted is formed in the burn-off layer of the first refractory structure material and the second refractory structure material;
In the second insertion hole, a member made of the same material as that of the burn-in layer is enclosed.
木質板材でなり対向する一対の第一端板部及び前記一対の第一端板部の間に設けられる第一内側木質部のうちの一方の、他方と対向する対向面に前記他方の対向面から離れる方向に凹設させて、前記一対の第一端板部と第一内側木質部との間に各々第一凹部を形成し、前記一対の第一端板部と前記第一内側木質部とを積層して綴り材を貫入することにより一体化して荷重を支持するための第一荷重支持層を形成するとともに、
各々の前記第一凹部の内部から前記第一凹部の外に突出させて２枚の鋼板が配置された先端部を形成し、前記鋼板を貫通する接合綴り材を前記一対の第一端板部の間に亘らせて貫入し、
前記鋼板を備えた前記第一荷重支持層の外側に配置される第一燃え止まり層と、
前記第一燃え止まり層の外側に配置される木質材からなる第一燃えしろ層と、を形成して第一耐火構造材を形成する第一耐火構造材形成ステップと、
木質板材でなり対向する一対の第二端板部及び前記一対の第二端板部の間に設けられる第二内側木質部のうちの一方の、他方と対向する対向面に前記他方の対向面から離れる方向に凹設させ、前記第一耐火構造材と接合したときに前記第一凹部と繋がる位置に各々第二凹部を形成し、前記一対の第二端板部と前記第二内側木質部とを積層し綴り材を貫入することにより一体化して荷重を支持するための第二荷重支持層を形成し、
前記第二荷重支持層の外側に配置される第二燃え止まり層と、
前記第二燃え止まり層の外側に配置される木質材からなる第二燃えしろ層と、を形成して前記第一耐火構造材の前記先端部が収容される収容凹部を有する第二耐火構造材を形成する第二耐火構造材形成ステップと、
前記第一燃え止まり層と前記第二燃え止まり層とが繋がるように、前記第一耐火構造材の前記先端部を前記第二耐火構造材の前記収容凹部に収容して前記２枚の鋼板を前記第二凹部に配置し、前記鋼板を貫通する接合綴り材を前記第二耐火構造材の前記一対の第二端板部の間に亘らせて貫入する接合ステップと、
を有することを特徴とする耐火構造材の接合方法。 A method for joining a refractory structural material for joining a first refractory structural material and a second refractory structural material,
One of a pair of first end plate portions and a first inner wood portion provided between the pair of first end plate portions made of a wood plate material and facing each other from the other facing surface to the other facing surface A first recess is formed between the pair of first end plate portions and the first inner wood portion, and the pair of first end plate portions and the first inner wood portion are stacked. And forming a first load support layer for supporting the load by integrating the spelling material,
A pair of first end plate portions are formed by forming a front end portion in which two steel plates are arranged so as to protrude from the inside of each of the first recess portions to the outside of the first recess portion and passing through the steel plates. Penetrate between
A first dead end layer disposed outside the first load support layer comprising the steel plate;
A first refractory structure material forming step for forming a first refractory structure material by forming a first flammable layer made of a wood material disposed outside the first flame stop layer; and
One of the pair of second end plate portions and the second inner wood portion provided between the pair of second end plate portions made of a wood plate material and facing each other from the other facing surface to the other facing surface A second recess is formed at each position where the first recess is connected to the first recess when the first refractory structure material is joined, and the pair of second end plate portions and the second inner wood portion are formed. Forming a second load support layer for supporting the load by laminating and integrating the spelling material,
A second dead end layer disposed outside the second load bearing layer;
A second refractory layer made of a wood material disposed on the outer side of the second flaming stop layer, and a second refractory structure material having an accommodation recess in which the tip portion of the first refractory structure material is accommodated Forming a second refractory structural material forming step;
The two steel plates are accommodated by accommodating the tip portion of the first refractory structure material in the accommodation recess of the second refractory structure material so that the first flame stop layer and the second flame stop layer are connected. A joining step that is arranged in the second recess and penetrates between the pair of second end plate parts of the second refractory structural material, and a joining binding material penetrating the steel plate,
A method for joining refractory structural materials characterized by comprising:
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2015098199A JP6592956B2 (en) | 2015-05-13 | 2015-05-13 | Joining structure of refractory structural material and joining method of refractory structural material |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP2015098199A JP6592956B2 (en) | 2015-05-13 | 2015-05-13 | Joining structure of refractory structural material and joining method of refractory structural material |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JP2016211325A JP2016211325A (en) | 2016-12-15 |
| JP6592956B2 true JP6592956B2 (en) | 2019-10-23 |
Family
ID=57551421
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP2015098199A Active JP6592956B2 (en) | 2015-05-13 | 2015-05-13 | Joining structure of refractory structural material and joining method of refractory structural material |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP6592956B2 (en) |
Families Citing this family (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP6816513B2 (en) * | 2017-01-05 | 2021-01-20 | 株式会社大林組 | Wood members and fireproof members |
| JP2019002145A (en) * | 2017-06-12 | 2019-01-10 | 株式会社熊谷組 | Fireproof main structure |
| JP6758559B2 (en) * | 2018-10-22 | 2020-09-23 | 株式会社シェルター | Wooden building materials |
| JP6758562B2 (en) * | 2018-10-22 | 2020-09-23 | 株式会社シェルター | Wooden building materials |
| JP7458837B2 (en) * | 2020-03-16 | 2024-04-01 | 株式会社大林組 | Finishing structure |
| JP7119151B1 (en) | 2021-03-10 | 2022-08-16 | 東急建設株式会社 | WOODEN FIRERESISTANT STRUCTURE, BUILDING STRUCTURE AND CONSTRUCTION METHOD THEREOF |
| JP6915933B1 (en) * | 2021-04-30 | 2021-08-11 | 株式会社ホルツストラ一級建築士事務所 | Fireproof structure of wooden building |
Family Cites Families (7)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| US3445325A (en) * | 1966-08-22 | 1969-05-20 | Us Agriculture | Laminated wood beam with improved preservative treatment |
| JP2006307606A (en) * | 2005-05-02 | 2006-11-09 | Masao Masuda | Structural material such as wooden column or beam |
| JP4359275B2 (en) * | 2005-08-09 | 2009-11-04 | 株式会社シェルター | Wooden building components |
| JP2011080204A (en) * | 2009-10-05 | 2011-04-21 | Shimizu Corp | Wooden beam member |
| JP6095965B2 (en) * | 2012-12-12 | 2017-03-15 | 株式会社竹中工務店 | Method for producing fire-resistant wooden structural member |
| JP6202465B2 (en) * | 2013-07-05 | 2017-09-27 | 株式会社大林組 | Joint structure of wood members |
| JP6245909B2 (en) * | 2013-09-19 | 2017-12-13 | 株式会社竹中工務店 | Column beam structure |
-
2015
- 2015-05-13 JP JP2015098199A patent/JP6592956B2/en active Active
Also Published As
| Publication number | Publication date |
|---|---|
| JP2016211325A (en) | 2016-12-15 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| JP6592956B2 (en) | Joining structure of refractory structural material and joining method of refractory structural material | |
| JP6726450B2 (en) | Joining structure of wooden structural members | |
| JP4848213B2 (en) | Column-beam connection structure and column-beam connection method | |
| JP6648989B2 (en) | Wood structural members | |
| JP5859250B2 (en) | Bonding structure of different structural members and composite structure | |
| JP7004949B2 (en) | Fireproof structure | |
| JP6592958B2 (en) | Joining structure between refractory structural beam and concrete slab, and joining method between refractory structural beam and concrete slab | |
| JP2012225130A (en) | Fixing structure | |
| JP6126831B2 (en) | Column member joining structure and column member joining method | |
| JP6592959B2 (en) | Joining structure between refractory structural column and refractory structural beam and joining method between refractory structural column and refractory structural beam | |
| JP6670535B2 (en) | Refractory structures | |
| JP6592957B2 (en) | Joining structure of refractory structural material columns and joining method of refractory structural material columns | |
| JP6348692B2 (en) | Refractory wood member and method for producing refractory wood member | |
| JP6452768B1 (en) | Fireproof floor structure of building and fireproof floor panel | |
| JP2015175119A (en) | Column-beam joint structure | |
| JP6816513B2 (en) | Wood members and fireproof members | |
| JP2020045683A (en) | Floor slab/ceiling slab connection structure and woody slab unit | |
| JP5808590B2 (en) | Column beam connection structure and column beam connection method | |
| JP6010430B2 (en) | Floor structure | |
| JP7087261B2 (en) | Wood structural member | |
| JP6890082B2 (en) | Wood wall | |
| JP2018017083A (en) | Joint structure | |
| JP6697927B2 (en) | Fireproof structure at the joint of fireproof beams | |
| JP2020033858A (en) | Fireproof structural member and manufacturing method of the same | |
| JP4521286B2 (en) | Composite wood structure material and method for producing composite wood structure material |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| A621 | Written request for application examination |
Free format text: JAPANESE INTERMEDIATE CODE: A621 Effective date: 20180420 |
|
| A977 | Report on retrieval |
Free format text: JAPANESE INTERMEDIATE CODE: A971007 Effective date: 20190215 |
|
| A131 | Notification of reasons for refusal |
Free format text: JAPANESE INTERMEDIATE CODE: A131 Effective date: 20190226 |
|
| A521 | Written amendment |
Free format text: JAPANESE INTERMEDIATE CODE: A523 Effective date: 20190415 |
|
| TRDD | Decision of grant or rejection written | ||
| A01 | Written decision to grant a patent or to grant a registration (utility model) |
Free format text: JAPANESE INTERMEDIATE CODE: A01 Effective date: 20190827 |
|
| A61 | First payment of annual fees (during grant procedure) |
Free format text: JAPANESE INTERMEDIATE CODE: A61 Effective date: 20190909 |
|
| R150 | Certificate of patent or registration of utility model |
Ref document number: 6592956 Country of ref document: JP Free format text: JAPANESE INTERMEDIATE CODE: R150 |