JP4051140B2 - Beam part structure using laminated beam members with gradient - Google Patents

Beam part structure using laminated beam members with gradient Download PDF

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JP4051140B2
JP4051140B2 JP24575298A JP24575298A JP4051140B2 JP 4051140 B2 JP4051140 B2 JP 4051140B2 JP 24575298 A JP24575298 A JP 24575298A JP 24575298 A JP24575298 A JP 24575298A JP 4051140 B2 JP4051140 B2 JP 4051140B2
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gradient
floor
receiving
joint
oblique line
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JP2000073444A (en
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泰成 梅田
久之 鈴木
卓 三川
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Sumitomo Forestry Co Ltd
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Sumitomo Forestry Co Ltd
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【0001】
【発明の属する技術分野】
本発明は勾配付集成梁部材を用いた梁部構造に関し、特に建築物の高さの斜線制限の勾配に沿った勾配面を備えた勾配付集成梁部材を用いた梁部構造に関する。
【0002】
【従来の技術及び発明が解決しようとする課題】
市街地の日照・採光・通風等の悪化を防止するために、建築物の各部分の高さを制限することを目的として、斜線制限が法律の規定によって定められている。かかる斜線制限には、道路斜線制限、隣地斜線制限、北側斜線制限などがあり、市街地の各種の立地条件等を鑑みて、例えば10分の12.5勾配などとして制限されることになる。
【0003】
このような斜線制限の制約を受ける土地に建物を建造する際には、その建物の立地や間取り等との関係から、階高の上端に位置する直上階の床面と、建物の外壁面との交点が斜線制限の外側に位置する場合があり、このような場合には、かかる外側に位置する部分をカットして、その屋根面ないしは外壁面を上記斜線制限の内側に配置させる必要がある。
【0004】
このため、従来の方法によれば、図9(a)に示すように、下り天井部分80を設けて建物を段々畑のような形状で計画したり、図9(b)に示すように、斜線制限Sの下方に設けた受梁81から下階83の階高上端である上階84の床面85に向かって斜めに直線状に延長する昇り梁82を設けて対応する方法が採用されていた。
【0005】
しかしながら、前者の下り天井部分80を設ける方法によれば、外壁面積や屋根面積が増大するとともに、斜線制限Sによって形成される三角形の部分86は、使用できない外部空間となって、有効に活用することができない。また、後者の昇り梁82を設ける方法によれば、この昇り梁82が、屋根荷重や風圧力を、水平方向の力や鉛直引き抜き方向の力に変化させるため、長期間経過すると、建物に、ちり切れ、壁や天井面の隙間、継ぎ手の変形等を生じさせる可能性が高く、強固な補強を行なう必要を生じることになる。また、これらの下り天井部分80や、昇り梁82が、下階83の空間に大きく食い込んで、当該下階83の室内空間を狭くしていた。
【0006】
本発明は、これらの課題に着目してなされたもので、水平力負担、曲げ力負担、鉛直力負担、せん断力負担等をスムースに伝達することが可能であるとともに、下階や上階の空間を室内空間として効率よく利用することのできる勾配付集成梁部材を用いた梁部構造を提供することを目的とする。
【0007】
【課題を解決するための手段】
本発明は、建築物の高さの斜線制限の勾配に沿った勾配面と、該勾配面を挟んだ下端部分の受梁接合部と、該勾配面を挟んだ上端部分の水平面とを備え、かつ上記受梁接合部から上記勾配面の裏側に沿って、湾曲凹状に延長した後に上記水平面と平行に延長する内側面を備える勾配付集成梁部材を用いた、階高上端に位置する上階の床面と、建築物の外壁面との仮想の交点が斜線制限の外側に位置する部分の梁部構造であって、上記勾配面を上記斜線制限の勾配に沿って配置し、上記受梁接合部を、上記斜線制限を回避して階高上端よりも下方に設けた受梁に接合するとともに、上記水平面を階高上端に沿って延長させることを特徴とする梁部構造を提供することにより、上記目的を達成したものである(請求項1記載の発明)。
【0009】
また、本発明の梁部構造は、上記受梁には、当該受梁の幅を上記受梁接合部の接合面に相当する幅に拡幅する梁受台座金具を設け、該梁受台座金具を介して上記勾配付集成梁部材の受梁接合部を上記受梁に接合することが好ましい(請求項記載の発明)。
【0010】
さらに、本発明の梁部構造は、上記勾配付集成梁部材の水平面に、構造床を敷設することが好ましい(請求項記載の発明)。
【0011】
さらにまた、本発明の梁部構造は、上記勾配付集成梁部材の水平延長部分の端部を、他の集成梁部材に接合することができる(請求項に記載の発明)。
【0012】
本発明の勾配付集成梁部材を用いた梁部構造によれば、上記勾配面を斜線制限に沿ってこれの内側に配置するようにして、勾配付集成梁部材の下端部分の受梁接合部を上記受梁に接合すれば、その湾曲凹状の内側面を室内に向けた状態で、その上端の水平面が、階高の上端に沿って延長することになる。
【0013】
また、この勾配付集成梁部材の水平延長部分の端部は、階高上端に配置された他の受梁や集成梁に接続固定されて、一体成型による部材としてその両端が強固に支持されるとともに、内側面が凹状に湾曲する部分においては、強度的に有利なドーム型形状を直線状に抜き出した形状を有しており、これによって鉛直方向の荷重や水平方向の荷重を、これと接続する受梁や他の集成梁にスムースに伝達することが可能になる。
【0014】
さらに、下階の室内空間の角部においては、内側面の湾曲凹状部分を室内に向けた状態で、勾配付集成梁部材が取付けられていることにより、当該角部の空間を広く確保して、室内空間を有効に活用することができるとともに、勾配付集成梁部材の上端が斜線制限の近傍まで水平面となっていることにより、これの上方を上階の室内空間として有効に活用することができる。
【0015】
そして、勾配付集成梁部材の受梁接合部を接合する受梁に、当該受梁の幅を拡幅する梁受台座金具を設けておけば、荷重を受ける面積を拡大して、勾配付集成梁部材からの荷重により受梁がめりこんだりするのを効果的に防止することができるとともに、受梁接合部を介して負荷される荷重を効率良く受梁に伝達して、より安定した梁部構造を得ることが可能になる。
【0016】
また、勾配付集成梁部材の上端の水平面には、構造床を延長敷設することができ、この構造床が梁部材とともに相当の剛性を発揮して、より安定した構造の建築物を得ることができる。
【0017】
【発明の実施の形態】
以下本発明の好ましい実施形態を図面を参照しつつ詳細に説明する。本実施形態の梁部構造に係る勾配付集成梁部材11によれば、図1に示すように、建築物20の斜線制限Sの制約を受ける部分の梁部構造21を構成する梁部材として用いられるものである。
【0018】
即ち、本実施形態によれば、階高の上端に位置する上階22の床面23と、建築物70の外壁面71との仮想の交点Tが、斜線制限S(二点鎖線)の外側に位置するため、下階24の階高を確保しつつこのような斜線制限Sをクリアすることを目的として、斜線制限Sの下方に設けた受梁25と、階高の上端に沿って延長する集成梁等からなる他の梁部材16との間に介装して設けられるものである。
【0019】
そして、本実施形態の勾配付集成梁部材11は、図2にも示すように、斜線制限Sの勾配に沿った勾配面10を備え、かつこの勾配面10を挟んだ下端部分には受梁接合部12を備えるとともに、勾配面10を挟んだ上端部分には水平面13を備え、さらに、下階24の室内空間に対向する内側面14が、受梁接合部12から上記勾配面10の裏側に沿って湾曲凹状に延長する湾曲部20と、この湾曲部20と連続して上記水平面13と平行に延長する水平延長部26とからなっている。
【0020】
なお、この勾配付集成梁部材11は、ひき材(ラミナ)を繊維方向を互いに平行にして長さ、幅、厚さ方向に集成接着してなる一体成型部材であって、大型構造物の耐力部材としても用いることのできる構造用の大断面集成材である。また、この勾配付集成梁部材11は、この実施形態によれば、例えば120mm程度の厚さを有するとともに、勾配部分の成(高さ)は例えば270〜360mm程度、水平延長部分の成が例えば270mm程度の大きさとなっている。さらに、また、湾曲部分の曲率半径が、例えば1350mm程度の大きさとなっている。
【0021】
そして、この実施形態によれば、勾配付集成梁部材11は、その受梁接合部12が、梁受台座金物17を介して受梁25に接合されている。すなわち、図2のA部の分解斜視図である図3に示すように、受梁接合部12は、上記水平面13と平行な接合面27の中央部分にほぞ28を突出形成してなるもので、このほぞ28を受梁25の接合部上面に開口形成したほぞ穴19に挿入嵌合しつつ、受梁25の上面及びこの上面の幅を拡幅するようにして取り付けられた梁受台座金具17に載置する。また、集成梁部材11の受梁接合部12に近接する両側面には、各々、引寄金物39が、そのネジロッド部分40を下方に突出延長するようにして取り付けられており、このネジロッド部分40を、受梁25の上端に開口するスウリューワッシャー41に螺合してゆくことにより、接合面27を受梁25及び梁受台座金具17上に密着配置することができるようになっている。
【0022】
梁受台座金物17は、断面が倒立L字形の内側金物30と、断面が同じく倒立L字形の外側金物31と、受梁25を挟んでこれらの金物30,31を固定する為のバーリングネジ32とからなり、各金物30,31の水平片の上面を上側にし、その鉛直片の背面を受梁25に密着させた状態で、各金物30,31の挿通孔32,33及び受梁25に設けられた貫通孔34を介して挿通したバーリングネジ32を締め上げれば、各金物30,31は、その天端面の高さを受梁25の天端面の高さと一致させた状態で、受梁25に強固に固定されることになる。なお、バーリングネジ32は、例えば内側金物30の鉛直片の中央部分をプレス加工等により押出して突起を形成し、この突起に雌ネジ(ナット)加工を施したところに螺合固定される。このバーリングネジ32に替えて通常のボルトとナットで梁受台座金物17を固定してもい良い。また各金物30,31は、断面L字形の各片を連結支持する一対の斜めロッド35によって、各々その変形が防止されるように補強されているとともに、外側金物31の底面の両側縁部には立上り片36が各々上方に突出していて、勾配付集成梁部材11を受梁25の接合箇所に容易に案内し、かつずれ止めできるようになっている。
【0023】
また、勾配付集成梁部材11の他端部、すなわち水平延長部分の先端部37は、公知の各種の梁接合金物38を用いて、階高の上端に沿って延長する他の梁部材16に接合一体化される(図1参照)。
【0024】
このようにして取り付けられた、勾配付集成梁部材11には、更に、床梁42や端部パネル受43、あるいは垂木44を支持する母屋梁45や水平繋ぎ47等が接合設置される(図2参照)。
【0025】
図4は、図2のB部における床梁42の接合構造を示すもので、この床梁42は、勾配付集成梁部材11の上端側面に仕口部として設置された角梁受金物48を介して集成梁部材11に接合されるとともに、羽子板ボルト49によってこの角梁受金物48に緊結固定されることになる。
【0026】
また、図5は、図2のC部における端部パネル受43の接合構造を示すもので、この端部パネル受43は、勾配付集成梁部材11の上端角部側面に形成された大入仕口50にその先端を係止した状態で、複数の釘51を打ち付けて接合固定されることになる。なお、勾配付集成梁部材11の側面に接続する水平繋ぎ47や上面に接続する垂木44もまた、その先端部分に複数の釘51を打ち付けて、接合固定されることになる。
【0027】
さらに、図6は、図2のD部における母屋梁45の接合部分を示すもので、この母屋梁45は、デルタプレート等を介して勾配付集成梁部材11の上面に束柱53を立設固定するとともに、この束柱53に三角プレート等を介して母屋梁45を架設接合することによって設置されることになる。なお、この母屋梁45には、垂木44を斜線制限Sに沿って斜めに延長支持するための垂木欠56が形成されていると共に、この垂木44は、ハリケーンタイ52(図2参照)を介して母屋梁45に接合されることになる。また、この垂木44や集成梁部材11の勾配面10に沿って、外装材としての野地板等が取り付けら、さらに外装仕上が施されるが、ここは外壁や屋根面として仕上げられる。
【0028】
そして、本実施形態によれば、梁部構造21を構成する勾配付集成梁部材11が、その外側に斜線制限Sの勾配に沿った勾配面10を備えるとともに、その内側面14に勾配面10の裏側に沿って湾曲凹状に延長する湾曲部20を備えているので、鉛直方向の荷重や水平方向の荷重を、強度的に有利な湾曲形状によってこれと接続する受梁25や他の梁部材16にスムースに伝達することが可能になる。
【0029】
また、下階24の室内空間の角部において、勾配付集成梁部材11は、湾曲部20を室内に向けた状態で取付けられているので、この角部の空間を広く確保して、室内空間を有効に活用することができ、例えば図7に示すように、この湾曲部20にぶつからないような状態で浴室ユニットやトイレユニット等の水周りユニット57を配置収容することもできる。
【0030】
さらに、勾配付集成梁部材11の接合面27は、図1〜図3に示すように、これの接合箇所において受梁25の上面を拡幅するようにして取り付けられた梁受台座金具17を介して、その略全面が下方から支持された状態で受梁25に密着することになり、荷重を受ける面積を拡大して、勾配付集成梁部材11からの荷重により受梁25がめりこんだりするのを効果的に防止することができるとともに、荷重を効率良く受梁25に伝達して、より安定した梁部構造21を得ることが可能になる。
【0031】
そして、本実施形態の梁部構造21によれば、図1及び図8(a)に示すように、他の梁部材16上に敷設されている構造床58を、勾配付集成梁部材11の水平面13や床梁42、端部パネル受43などによって支持させながら、勾配付集成梁部材11を覆うようにして勾配面10の近くまで延長敷設している。
【0032】
強度を備えた構造床58が、このように階高上端の床面全域に亘って敷設されることにより、構造床58が梁部材11,16とともに相当の剛性を発揮して、より安定した構造の建築物70を得ること可能になる。
【0033】
そして、上記構成の勾配付集成梁部材11及び梁部構造21は、建築物70の一方向のみ斜線制限Sを受ける場合のみならず、図8(a)及び(b)に示すように、交差する2方向に斜線制限を受ける場合にも適用することができる。この場合、一方の方向においては、短尺勾配付集成梁部材11’の水平延長部分の先端部37を、これと直交する勾配付集成梁部材11や他の梁部材16に、これの側面から梁受金物を介して接合して梁部構造21とすることもできる。
【0034】
なお、本発明は上記実施形態に限定されることなく種々の変更が可能である。例えば、当該受梁の幅を拡幅する梁受台座金具は必ずしも設ける必要はなく、勾配付集成梁部材の下端の受梁接合部に、受梁上面のみならず側面にも内側から当接させ得るような矩形の切欠きを設け、この切欠きを受梁の上面及び側面に密着させる、斜め掛けによって受梁接合部を接合させることもできる。また、上記実施形態では、梁受台座金具を内側金具と外側金具の2部材で構成したが、いずれか一方の金具のみを用いても良く、これらの金具が連結一体化した梁受台座金具として用いることもできる。
【0035】
【発明の効果】
以上の詳細に説明したように、本発明の勾配付集成梁部材を用いた梁部構造によれば、階高上端に位置する上階の床面と、建築物の外壁面との仮想の交点が斜線制限の外側に位置する部分において、斜線制限による制限を回避しつつ、水平力負担、曲げ力負担、鉛直力負担、せん断力負担等をスムーズに伝達することができるとともに、下階や上階の空間を室内空間として効率良く利用することができる。
【図面の簡単な説明】
【図1】本発明の一実施形態に係る勾配付集成梁部材及び梁部構造を説明する側面図である。
【図2】本発明の一実施形態に係る勾配付集成梁部材及び梁部構造を説明する拡大側面図である。
【図3】受梁への勾配付集成梁部材の受梁への接合構造を説明する図2のA部拡大分解図である。
【図4】勾配付集成梁部材への床梁の接合構造を説明する図2のB部拡大分解図である。
【図5】勾配付集成梁部材への端部パネル受の接合構造を説明する図2のC部拡大分解図である。
【図6】勾配付集成梁部材への母屋梁の接合構造を説明する図2のD部拡大分解図である。
【図7】湾曲部にぶつからないような状態で水周りユニットを配置収容した状況を示す説明図である。
【図8】本発明を2方向から斜線制限を受ける箇所に適用した状況を説明する、(a)は構造床を敷設した状態における平面図、(b)は構造床を敷設していないた状態における平面図である。
【図9】(a)及び(b)は、従来の斜線制限を受ける部分の構造を示す側面図である。
【符号の説明】
10 勾配面
11 勾配付集成梁部材
12 受梁接合部
13 水平面
14 内側面
16 他の梁部材
17 梁受台座金物
20 湾曲部
21 梁部構造
24 下階
25 受梁
26 水平延長部
30 内側金物
31 外側金物
37 先端部
57 水周りユニット
58 構造床
70 建築物
S 斜線制限
[0001]
BACKGROUND OF THE INVENTION
The present invention relates to a beam portion structure using a graded assembly beam members, particularly to beam portion structure using a graded assembly beam member having a slope surface along the slope of the oblique line limit of the height of the building.
[0002]
[Prior art and problems to be solved by the invention]
In order to limit the height of each part of the building in order to prevent deterioration of sunshine, daylighting, ventilation, etc. in the city area, oblique line restrictions are stipulated by law. Such oblique line restrictions include a road oblique line restriction, an adjacent oblique line restriction, a north oblique line restriction, and the like. For example, in consideration of various location conditions in an urban area, the slope is restricted to a 1/10 slope.
[0003]
When building a building on the land subject to the restriction of oblique lines, due to the location and layout of the building, the floor of the upper floor located at the top of the floor height and the outer wall of the building In such a case, it is necessary to cut the portion located on the outside and arrange the roof surface or outer wall surface inside the oblique line restriction. .
[0004]
For this reason, according to the conventional method, as shown in FIG. 9A, a down ceiling portion 80 is provided and the building is planned in a shape like a terraced field, or as shown in FIG. A corresponding method is adopted in which an ascending beam 82 extending obliquely linearly from the receiving beam 81 provided below the restriction S toward the floor surface 85 of the upper floor 84 which is the upper floor height of the lower floor 83 is provided. It was.
[0005]
However, according to the former method of providing the descending ceiling portion 80, the outer wall area and the roof area increase, and the triangular portion 86 formed by the oblique line restriction S becomes an unusable external space and is effectively used. I can't. In addition, according to the method of providing the latter ascending beam 82, the ascending beam 82 changes the roof load and wind pressure into a horizontal force and a vertical pulling direction force. There is a high possibility of causing breakage, gaps in walls and ceiling surfaces, deformation of joints, and the like, and it becomes necessary to perform strong reinforcement. Further, the descending ceiling portion 80 and the ascending beam 82 bite into the space of the lower floor 83 to narrow the indoor space of the lower floor 83.
[0006]
The present invention has been made paying attention to these problems, and is capable of smoothly transmitting a horizontal force load, a bending force load, a vertical force load, a shear force load, and the like of lower floors and upper floors. It is an object of the present invention to provide a beam structure using a gradient-assembled beam member that can efficiently use a space as an indoor space.
[0007]
[Means for Solving the Problems]
The present invention comprises a slope surface along the slope of the oblique line restriction of the height of the building, a receiving beam joint portion at the lower end portion sandwiching the slope surface, and a horizontal surface at the upper end portion sandwiching the slope surface, And an upper floor located at the upper end of the floor height using a gradient-assembled beam member having an inner surface extending in parallel with the horizontal plane after extending in a curved concave shape along the back side of the gradient surface from the receiving beam joint. A beam portion structure in which a virtual intersection of the floor surface of the building and the outer wall surface of the building is located outside the oblique line restriction, and the gradient surface is arranged along the gradient of the oblique line restriction, and the receiving beam Provided is a beam structure characterized in that the joint is joined to a receiving beam provided below the upper end of the floor height while avoiding the oblique line restriction, and the horizontal plane is extended along the upper end of the floor height. Thus, the above object is achieved (the invention according to claim 1).
[0009]
Further, in the beam structure of the present invention, the receiving beam is provided with a beam pedestal fitting that widens the width of the receiving beam to a width corresponding to the joint surface of the receiving beam joint, It is preferable to join the receiving beam joint portion of the gradient-attached laminated beam member to the receiving beam (the invention according to claim 2 ).
[0010]
Furthermore, in the beam portion structure of the present invention, it is preferable that a structural floor is laid on the horizontal surface of the gradient-assembled beam member (the invention according to claim 3 ).
[0011]
Furthermore, the beam part structure of this invention can join the edge part of the horizontal extension part of the said graded laminated beam member to another laminated beam member (invention of Claim 4 ).
[0012]
According to the beam portion structure using the gradient laminated beam member of the present invention, the gradient surface is arranged inside the line along the oblique line restriction, so that the receiving beam joint portion at the lower end portion of the gradient laminated beam member is provided. Is joined to the receiving beam, the horizontal surface at the upper end thereof extends along the upper end of the floor height with the curved concave inner surface facing the room.
[0013]
In addition, the end of the horizontal extension portion of the gradient-assembled beam member is connected and fixed to another receiving beam and the beam assembly arranged at the upper end of the floor, and both ends thereof are firmly supported as an integrally formed member. At the same time, the concave part of the inner surface has a shape that is a straight-out dome shape that is advantageous in terms of strength, so that vertical and horizontal loads can be connected to it. Can be smoothly transmitted to the receiving beam and other assembled beams.
[0014]
Furthermore, at the corner of the indoor space on the lower floor, the sloped laminated beam member is attached with the curved concave portion of the inner surface facing the room, so that the space at the corner can be secured widely. In addition to being able to effectively use the indoor space, the upper end of the sloped beam member is a horizontal plane up to the vicinity of the oblique line limit, so that the upper part of this can be effectively used as the indoor space on the upper floor. it can.
[0015]
And if the beam receiving base metal fitting which expands the width of the said receiving beam is provided in the receiving beam which joins the receiving beam joint part of a gradient-added girder beam member, the area which receives a load will be expanded, and a gradient-added beam It is possible to effectively prevent the receiving beam from sinking in due to the load from the member, and the load applied via the receiving beam joint is efficiently transmitted to the receiving beam, resulting in a more stable beam portion. A structure can be obtained.
[0016]
In addition, a structural floor can be extended on the horizontal surface at the upper end of the gradient-assembled beam member, and this structural floor can exhibit considerable rigidity together with the beam member to obtain a building with a more stable structure. it can.
[0017]
DETAILED DESCRIPTION OF THE INVENTION
Preferred embodiments of the present invention will be described below in detail with reference to the drawings. According to the gradient assembled beam member 11 according to the beam portion structure of the present embodiment, as shown in FIG. 1, the beam member structure 21 is used as a beam member constituting a portion of the beam portion structure 21 subject to the restriction of the oblique line restriction S of the building 20. It is what
[0018]
That is, according to this embodiment, the virtual intersection T between the floor surface 23 of the upper floor 22 located at the upper end of the floor height and the outer wall surface 71 of the building 70 is outside the oblique line restriction S (two-dot chain line). Therefore, for the purpose of clearing the oblique line restriction S while securing the floor height of the lower floor 24, the receiving beam 25 provided below the oblique line restriction S and the upper end of the floor height are extended. It is provided so as to be interposed between other beam members 16 made of laminated beams or the like.
[0019]
As shown in FIG. 2, the gradient assembled beam member 11 of this embodiment includes a gradient surface 10 along the gradient of the oblique line restriction S, and a receiving beam at the lower end portion sandwiching the gradient surface 10. In addition to the joint portion 12, the upper end portion sandwiching the gradient surface 10 is provided with a horizontal surface 13, and the inner side surface 14 facing the indoor space of the lower floor 24 is further from the receiving beam joint portion 12 to the back side of the gradient surface 10. And a horizontal extension 26 extending in parallel with the horizontal plane 13 continuously with the bending portion 20.
[0020]
The gradient laminated beam member 11 is an integrally formed member formed by laminating and laminating lumber (lamina) in the length, width, and thickness directions with the fiber directions parallel to each other, and has the strength of a large structure. It is a large cross-section laminated material for structure that can also be used as a member. Further, according to this embodiment, the gradient-attached laminated beam member 11 has a thickness of, for example, about 120 mm, and the formation (height) of the gradient portion is, for example, about 270 to 360 mm. The size is about 270 mm. Furthermore, the radius of curvature of the curved portion is, for example, about 1350 mm.
[0021]
According to this embodiment, the gradient-assembled beam member 11 has the receiving beam joint portion 12 joined to the receiving beam 25 via the beam receiving washer 17. That is, as shown in FIG. 3 which is an exploded perspective view of a portion A in FIG. 2, the receiving beam joint portion 12 is formed by projecting a tenon 28 at the center portion of the joint surface 27 parallel to the horizontal surface 13. The tenon 28 is inserted and fitted into a tenon hole 19 formed in the upper surface of the joint of the receiving beam 25, and the upper surface of the receiving beam 25 and the beam receiving base bracket 17 attached so as to widen the width of the upper surface. Placed on. In addition, on both side surfaces of the assembled beam member 11 that are close to the receiving beam joint portion 12, a donated object 39 is attached so as to project and extend the screw rod portion 40 downward, and the screw rod portion 40. The joint surface 27 can be placed in close contact with the receiving beam 25 and the beam receiving base metal fitting 17 by being screwed into the slewing washer 41 opened at the upper end of the receiving beam 25.
[0022]
The beam receiving washer 17 includes an inner metal piece 30 having an inverted L-shaped cross section, an outer metal piece 31 having an inverted L-shaped cross section, and a burring screw 32 for fixing the metal objects 30 and 31 with the receiving beam 25 interposed therebetween. In the state where the upper surface of the horizontal piece of each hardware 30, 31 is on the upper side and the back surface of the vertical piece is in close contact with the receiving beam 25, the insertion holes 32, 33 and the receiving beam 25 of each hardware 30, 31 If the burring screw 32 inserted through the provided through hole 34 is tightened, each of the hardware 30 and 31 receives the receiving beam in a state in which the height of the top end surface thereof matches the height of the top end surface of the receiving beam 25. It will be firmly fixed to 25. The burring screw 32 is screwed and fixed at a position where, for example, a central portion of a vertical piece of the inner metal piece 30 is extruded by pressing or the like to form a protrusion, and a female screw (nut) process is applied to the protrusion. Instead of the burring screw 32, the beam receiving washer 17 may be fixed with ordinary bolts and nuts. Each of the hardware 30 and 31 is reinforced by a pair of slanted rods 35 that connect and support each piece having an L-shaped cross section, and is prevented from being deformed. Each of the rising pieces 36 protrudes upward, so that the sloped assembled beam member 11 can be easily guided to the joint portion of the receiving beam 25 and can be prevented from slipping.
[0023]
Further, the other end of the gradient-assembled beam member 11, that is, the tip end portion 37 of the horizontal extension portion, is connected to another beam member 16 extending along the upper end of the floor height using various known beam joints 38. Bonded and integrated (see FIG. 1).
[0024]
The sloped laminated beam member 11 is further joined and installed with a floor beam 42, an end panel receiver 43, a main beam 45 supporting a rafter 44, a horizontal joint 47, and the like (see FIG. 2).
[0025]
FIG. 4 shows a joint structure of the floor beams 42 in the portion B of FIG. 2. This floor beam 42 has a rectangular beam receiver 48 installed as a joint on the upper end side surface of the sloped laminated beam member 11. In addition to being joined to the assembled beam member 11, the square beam receiver 48 is tightly fixed to the square beam receiving object 48 by a wing plate bolt 49.
[0026]
FIG. 5 shows a joining structure of the end panel receiver 43 in the portion C of FIG. 2, and this end panel receiver 43 is a large insertion formed on the side surface of the upper end corner of the sloped beam assembly 11. A plurality of nails 51 are driven and bonded and fixed in a state where the front end of the joint 50 is locked. In addition, the horizontal joint 47 connected to the side surface of the sloped laminated beam member 11 and the rafter 44 connected to the upper surface are also fixed by joining a plurality of nails 51 to the tip portion thereof.
[0027]
Further, FIG. 6 shows a joint portion of the main beam 45 in the portion D of FIG. 2. The main beam 45 is provided with a bundle column 53 standing on the upper surface of the gradient-assembled beam member 11 via a delta plate or the like. In addition to fixing, the main beam 45 is installed on the bundle pillar 53 via a triangular plate or the like. The main beam 45 is provided with a rafter notch 56 for obliquely extending and supporting the rafter 44 along the oblique line restriction S, and the rafter 44 is interposed via a hurricane tie 52 (see FIG. 2). Then, it is joined to the main beam 45. In addition, a field board or the like as an exterior material is attached along the rafter 44 or the gradient surface 10 of the laminated beam member 11, and further exterior finish is applied, but this is finished as an outer wall or a roof surface.
[0028]
According to the present embodiment, the gradient-assembled beam member 11 constituting the beam portion structure 21 includes the gradient surface 10 along the gradient of the oblique line restriction S on the outer side, and the gradient surface 10 on the inner side surface 14 thereof. Since the curved portion 20 extending in a curved concave shape is provided along the back side, the receiving beam 25 and other beam members that connect the vertical load and the horizontal load with the curved shape that is strong in strength. 16 can be transmitted smoothly.
[0029]
In addition, since the sloped laminated beam member 11 is attached with the curved portion 20 facing the room at the corner of the indoor space of the lower floor 24, the space at the corner is secured widely, For example, as shown in FIG. 7, the water-surrounding unit 57 such as a bathroom unit or a toilet unit can be disposed and accommodated in a state where it does not hit the curved portion 20.
[0030]
Further, as shown in FIGS. 1 to 3, the joint surface 27 of the gradient-assembled beam member 11 is interposed via a beam pedestal bracket 17 attached so as to widen the upper surface of the receiving beam 25 at the joint portion. Thus, the substantially entire surface is in close contact with the receiving beam 25 while being supported from below, the area receiving the load is enlarged, and the receiving beam 25 is indented by the load from the graded beam assembly 11. Can be effectively prevented, and the load can be efficiently transmitted to the receiving beam 25 to obtain a more stable beam structure 21.
[0031]
And according to the beam part structure 21 of this embodiment, as shown in FIG.1 and FIG.8 (a), the structural floor 58 currently laid on the other beam member 16 is made into the graded laminated beam member 11 of FIG. While being supported by the horizontal surface 13, the floor beam 42, the end panel receiver 43, etc., the laying is extended to the vicinity of the slope surface 10 so as to cover the sloped laminated beam member 11.
[0032]
Since the structural floor 58 having strength is laid over the entire floor surface at the upper end of the floor height in this way, the structural floor 58 exhibits considerable rigidity together with the beam members 11 and 16, and a more stable structure. It becomes possible to obtain the building 70 of.
[0033]
The gradient-assembled beam member 11 and the beam part structure 21 having the above-described configuration are not only subjected to the oblique line restriction S in only one direction of the building 70, but also as shown in FIGS. 8 (a) and 8 (b). It can also be applied to the case where the oblique line is restricted in two directions. In this case, in one direction, the tip portion 37 of the horizontally extending portion of the short-graded laminated beam member 11 ′ is connected to the graded laminated beam member 11 or the other beam member 16 perpendicular to the beam from the side thereof. The beam portion structure 21 can be formed by joining via a metal receiving member.
[0034]
The present invention is not limited to the above-described embodiment, and various modifications can be made. For example, it is not always necessary to provide a beam pedestal bracket that widens the width of the receiving beam, and it can be brought into contact with not only the upper surface of the receiving beam but also the side surface from the inner side at the receiving beam joint at the lower end of the graded beam assembly Such a rectangular notch is provided, and the notch is closely attached to the upper surface and the side surface of the receiving beam. Moreover, in the said embodiment, although the beam pedestal metal fixture was comprised by two members, an inner metal fitting and an outer metal fitting, you may use only one metal fitting, and as these beam metal pedestal metal fittings which these metal fittings connected and integrated. It can also be used.
[0035]
【The invention's effect】
As described above in detail, according to the beam portion structure using the gradient laminated beam member of the present invention, the virtual intersection of the floor surface of the upper floor located at the upper end of the floor height and the outer wall surface of the building In the part located outside the oblique line restriction, while being able to avoid the restriction due to the oblique line restriction, it can smoothly transmit the horizontal force load, bending force load, vertical force load, shear force load, etc. The space on the floor can be used efficiently as an indoor space.
[Brief description of the drawings]
FIG. 1 is a side view for explaining a gradient-assembled beam member and a beam portion structure according to an embodiment of the present invention.
FIG. 2 is an enlarged side view for explaining a gradient-assembled beam member and a beam portion structure according to an embodiment of the present invention.
FIG. 3 is an enlarged exploded view of a part A in FIG. 2 for explaining a joint structure of a gradient-attached laminated beam member to the receiving beam to the receiving beam.
4 is an enlarged exploded view of part B in FIG. 2 for explaining a joint structure of a floor beam to a sloped laminated beam member. FIG.
5 is an enlarged exploded view of a portion C in FIG. 2 for explaining a joining structure of an end panel support to a graded laminated beam member. FIG.
6 is an enlarged exploded view of a part D in FIG. 2 for explaining a joining structure of a main beam to a graded laminated beam member. FIG.
FIG. 7 is an explanatory diagram showing a situation in which the water-surrounding unit is disposed and accommodated in a state where it does not hit the curved portion.
FIGS. 8A and 8B illustrate a situation in which the present invention is applied to a portion subject to oblique line restriction from two directions, FIG. 8A is a plan view in a state where a structural floor is laid, and FIG. 8B is a state in which a structural floor is not laid. FIG.
FIGS. 9A and 9B are side views showing the structure of a conventional portion subject to oblique line restriction. FIGS.
[Explanation of symbols]
DESCRIPTION OF SYMBOLS 10 Gradient surface 11 Gradient laminated beam member 12 Receiving beam joint part 13 Horizontal surface 14 Inner side surface 16 Other beam member 17 Beam receiving washer 20 Curved part 21 Beam part structure 24 Lower floor 25 Receiving beam 26 Horizontal extension part 30 Inner metal part 31 Outer hardware 37 Tip 57 Water-surrounding unit 58 Structure floor 70 Building S Diagonal restriction

Claims (5)

建築物の高さの斜線制限の勾配に沿った勾配面と、該勾配面を挟んだ下端部分の受梁接合部と、該勾配面を挟んだ上端部分の水平面とを備え、かつ上記受梁接合部から上記勾配面の裏側に沿って、湾曲凹状に延長した後に上記水平面と平行に延長する内側面を備える勾配付集成梁部材を用いた、階高上端に位置する上階の床面と、建築物の外壁面との仮想の交点が斜線制限の外側に位置する部分の梁部構造であって、上記勾配面を上記斜線制限の勾配に沿って配置し、上記受梁接合部を、上記斜線制限を回避して階高上端よりも下方に設けた受梁に接合するとともに、上記水平面を階高上端に沿って延長させることを特徴とする梁部構造。A sloped surface along the slope of the oblique line restriction of the height of the building, a receiving beam joint at the lower end portion sandwiching the sloped surface, and a horizontal surface at the upper end portion sandwiching the sloped surface, and the receiving beam A floor surface of an upper floor located at the upper end of the floor , using a gradient-assembled beam member having an inner surface extending in parallel with the horizontal plane after extending in a curved concave shape along the back side of the slope surface from the joint portion ; The beam portion structure of the portion where the virtual intersection with the outer wall surface of the building is located outside the oblique line restriction , the gradient surface is arranged along the oblique line restriction gradient, and the receiving beam joint is A beam part structure characterized in that it is joined to a receiving beam provided below a floor height upper end while avoiding the oblique line restriction, and the horizontal plane is extended along the floor height upper end. 上記受梁には、当該受梁の幅を上記受梁接合部の接合面に相当する幅に拡幅する梁受台座金具を設け、該梁受台座金具を介して上記勾配付集成梁部材の受梁接合部を上記受梁に接合することを特徴とする請求項1に記載の梁部構造。  The receiving beam is provided with a beam pedestal mounting bracket that expands the width of the receiving beam to a width corresponding to the joint surface of the receiving beam joint, and the gradient beam assembly beam member is received via the beam pedestal mounting bracket. The beam part structure according to claim 1, wherein a beam joint part is joined to the receiving beam. 上記勾配付集成梁部材の水平面には、構造床が敷設されることを特徴とする請求項1又は2に記載の梁部構造。  The beam part structure according to claim 1 or 2, wherein a structural floor is laid on a horizontal plane of the sloped beam assembly member. 上記勾配付集成梁部材の水平延長部分の端部が、他の集成梁部材に接合されている請求項1〜3のいずれかに記載の梁部構造。  The beam part structure in any one of Claims 1-3 with which the edge part of the horizontal extension part of the said gradient-attached laminated beam member is joined to the other laminated beam member. 前記建築物の交差する2方向に斜線制限を受ける場合に適用される請求項1〜4のいずれかに記載の梁部構造。  The beam part structure according to any one of claims 1 to 4, wherein the beam part structure is applied when oblique lines are restricted in two directions where the building intersects.
JP24575298A 1998-08-31 1998-08-31 Beam part structure using laminated beam members with gradient Expired - Fee Related JP4051140B2 (en)

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