JPH03199550A - Proof stress panel for construction and construction frame-work structure - Google Patents
Proof stress panel for construction and construction frame-work structureInfo
- Publication number
- JPH03199550A JPH03199550A JP1338968A JP33896889A JPH03199550A JP H03199550 A JPH03199550 A JP H03199550A JP 1338968 A JP1338968 A JP 1338968A JP 33896889 A JP33896889 A JP 33896889A JP H03199550 A JPH03199550 A JP H03199550A
- Authority
- JP
- Japan
- Prior art keywords
- members
- lattice
- frame
- vertical
- load
- 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.)
- Granted
Links
- 238000010276 construction Methods 0.000 title description 6
- 229910000831 Steel Inorganic materials 0.000 abstract description 3
- 239000010959 steel Substances 0.000 abstract description 3
- 238000005452 bending Methods 0.000 abstract description 2
- 239000000463 material Substances 0.000 description 11
- 239000002023 wood Substances 0.000 description 6
- 230000000630 rising effect Effects 0.000 description 5
- 238000000034 method Methods 0.000 description 4
- 238000004519 manufacturing process Methods 0.000 description 3
- 230000005540 biological transmission Effects 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- 238000012856 packing Methods 0.000 description 2
- 239000010426 asphalt Substances 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009432 framing Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/26—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of wood
- E04B2001/2696—Shear bracing
Landscapes
- Load-Bearing And Curtain Walls (AREA)
- Panels For Use In Building Construction (AREA)
Abstract
Description
【発明の詳細な説明】
〔産業上の利用分野〕
本発明は主として木質構造の住宅における軸組内に取付
けられ水平力を負担する耐力パネルと、該耐力パネルを
用いた建築軸組構造に関するものである。[Detailed Description of the Invention] [Industrial Application Field] The present invention mainly relates to a load-bearing panel that is installed within the frame of a wooden-structured house and bears horizontal force, and a building frame structure using the load-bearing panel. It is.
木質構造建築物において、地震などの水平力に対しては
、従来、筋違、壁の配置により対処する場合が多い。In wooden structures, horizontal forces such as those caused by earthquakes are conventionally often dealt with by placing braces and walls.
しかし、従来の木質構造建築物は、木材の強度の問題の
他、水平耐力部材としての筋違や壁により、開口部や空
間の設計の自由度が制限され、またユニット化が難しこ
と、施工に多くの時間を要すること、特殊な技能を有す
る職人を必要とすることなどの問題があり、量産化が難
しかった。However, with conventional wooden structures, in addition to problems with the strength of the wood, the freedom of designing openings and spaces is limited by the use of braces and walls as horizontal load-bearing members, and it is difficult to create units. There were problems such as the large amount of time required and the need for craftsmen with special skills, making mass production difficult.
本発明は、プレハブ化が可能な新たな水平耐力部材を提
供し、これを構造軸組に組込むことにより、量産化を可
能とし、設計の自由度を高め、また施工の合理化、品質
の向上を図ったものである。The present invention provides a new horizontal load-bearing member that can be prefabricated, and by incorporating it into a structural framework, it enables mass production, increases the degree of freedom in design, and streamlines construction and improves quality. It was planned.
本発明の建築用耐力パネルは中央の縦部材の両側に鋼管
、鉄筋、その他の棒状部材を波状に配したラチス部材を
接合し、この縦部材およびラチス材を縦横の枠材で枠組
みしてユニットを形成したものである。縦部材とラチス
部材の接合部は例えばラチス部材の縦部材への当接部を
偏平となるよう加工し、その部分をボルトなどで止める
ことができる。The architectural load-bearing panel of the present invention is made by joining lattice members in which steel pipes, reinforcing bars, and other rod-shaped members are arranged in a wave pattern on both sides of a central vertical member, and framing the vertical members and lattice members with vertical and horizontal frame members to form a unit. was formed. For the joint between the vertical member and the lattice member, for example, the contact portion of the lattice member to the vertical member may be processed to be flat, and that portion may be fixed with bolts or the like.
また、本発明の建築軸組構造は上記耐力パネルのユニッ
トを建築軸組を構成する上下の横部材および左右の縦部
材によって形成される枠組内に配置したものである。耐
力パネルは水平耐力部材として大きな強度を与え、この
ような壁倍率の大きい耐力パネルを軸組内に複数分散配
置することにより、出入り口、窓などの開口部を広くと
ることができ、設計の自由度が増す。Further, in the building framework structure of the present invention, the load-bearing panel units are arranged within a framework formed by upper and lower horizontal members and left and right vertical members that constitute the building framework. Load-bearing panels provide great strength as horizontal load-bearing members, and by distributing multiple load-bearing panels with large wall magnifications within a framework, openings such as doorways and windows can be made wider, allowing greater freedom in design. The degree increases.
第1図はユニットとしての耐力パネル1を示したもので
、縦部材2(通常、木製)と、ラチス部材3と、これら
を囲む縦横の枠材12.13とからなる。本実施例のラ
チス部材3は1本の鋼管を波状に屈曲し、縦部材2への
当接部を偏平としたもので、中央に配される縦部材2の
両側にボルト4などにより接合し、枠材12.13とと
もに平面的な水平耐力部材を構成する。ラチス部材3と
縦枠材12との接合は縦棒材12に当接するラチス部材
3の屈曲部をボルト4”で接合するなどして行う。FIG. 1 shows a load-bearing panel 1 as a unit, consisting of vertical members 2 (usually made of wood), lattice members 3, and vertical and horizontal frames 12, 13 surrounding them. The lattice member 3 of this embodiment is made by bending a single steel pipe into a wave shape and making the contact part to the vertical member 2 flat, and is connected to both sides of the vertical member 2 arranged in the center with bolts 4 or the like. , together with the frame members 12 and 13, constitute a planar horizontal load-bearing member. The lattice member 3 and the vertical frame member 12 are joined by, for example, joining the bent portion of the lattice member 3 that contacts the vertical bar member 12 with bolts 4''.
このような耐力パネルlはユニット化した状態で、第2
図に示すように、梁、桁、土台などの上下横部材5およ
び柱などの縦部材6で囲まれる枠組内に組み込んで使用
する。枠組内への取付けにおいては、縦横の枠材12.
13を上下の横部材5や縦部材6に直接釘打ちすること
もできる。また、耐力パネル1の中央の縦部材2は上記
枠組内に組込む際、間柱と同様に扱うこともできる。Such a load-bearing panel l is in a unitized state, and the second
As shown in the figure, it is used by being built into a framework surrounded by upper and lower horizontal members 5 such as beams, girders, and foundations, and vertical members 6 such as columns. For installation within a framework, vertical and horizontal frame members 12.
13 can also be directly nailed to the upper and lower horizontal members 5 and vertical members 6. Furthermore, when the vertical member 2 at the center of the load-bearing panel 1 is assembled into the framework, it can be treated similarly to a stud.
第3図(a)、 (b)は耐力パネル1を構成する縦部
材2とラチス部材3の接合部の一例を示したもので、縦
部材2の両側面にボルト孔7を設けたプレート8を木ね
じ9により固定しておき、偏平としたラチス部材3の当
接部に座金10を介して縦部材2を貫通するボルト4を
挿通して接合する。FIGS. 3(a) and 3(b) show an example of the joint between the vertical member 2 and the lattice member 3 that constitute the load-bearing panel 1. A plate 8 with bolt holes 7 provided on both sides of the vertical member 2 is shown in FIGS. are fixed with wood screws 9, and a bolt 4 passing through the vertical member 2 is inserted through the washer 10 into the abutting portion of the flat lattice member 3 to join them.
第4図(a)、(ロ)は耐力パネル1の縦枠材12とラ
チス部材3の接合部の詳細を示したもので、片側だけの
接合であることから、この例では第3図(ロ)のボルト
孔7の代わりにねじ孔7°を有するプレート8°を用い
、ボルト4゛をこのねじ孔7′に螺合している。Figures 4(a) and 4(b) show details of the joint between the vertical frame member 12 and the lattice member 3 of the load-bearing panel 1. Since the joint is only on one side, this example is shown in Figure 3(b). In place of the bolt hole 7 in b), a plate 8° having a screw hole 7° is used, and the bolt 4' is screwed into this screw hole 7'.
第5図〜第8図は耐力パネル1の縦部材2と上下の横枠
材13との取付は方法の一例を示したもので、縦部材2
とラチス部材3を組み、一方、縦横の枠材12.13を
組んだ状態で、上側の横枠材12の下面および下側の横
棒材12の上面にそれぞれ接合金物16を固定し、この
接合金物16を利用してボルト4で接合できるようにし
ている。5 to 8 show an example of how to attach the vertical member 2 of the load-bearing panel 1 and the upper and lower horizontal frame members 13.
and the lattice member 3 are assembled, and on the other hand, with the vertical and horizontal frame members 12 and 13 assembled, the joint hardware 16 is fixed to the lower surface of the upper horizontal frame member 12 and the upper surface of the lower horizontal bar member 12, respectively. It is possible to join with bolts 4 using joining hardware 16.
接合金物16は縦部材2の端部を面内方向両側より挟み
込む立上り部17(it部材2の上端の場合のように接
合金物16を下向きに取付けた場合にはこの立上が部1
7は垂下することになる)を有し、立上り817には耐
力パネル1の面外方向に開口する案内溝18が形成され
ている。The joining hardware 16 has a rising portion 17 that sandwiches the end of the vertical member 2 from both sides in the in-plane direction (when the joining hardware 16 is installed downward as in the case of the upper end of the IT member 2, this rising portion 17
7 will hang down), and a guide groove 18 that opens outward from the surface of the load-bearing panel 1 is formed in the upright portion 817.
第6図(a)、(ロ)は縦部材2の上側の横棒材12へ
の接合部、第7図(a)〜(C)は縦部材2の下側の横
棒材12への接合部の詳細を示したもので、接合金物1
6はその平板状の基部を横棒材12に当接させて木ねじ
9により固定しである。縦1部材2の上下端部側面には
接合金物16の立上りB17が当接し、その外側にラチ
ス部材3の下端偏平部分が当接し、これらを貫通するボ
ルト4により固定している。図中、4aはナツトである
。Figures 6(a) and (b) show the connection to the upper horizontal bar 12 of the vertical member 2, and Figures 7(a) to (C) show the joint to the lower horizontal bar 12 of the vertical member 2. This shows the details of the joint, joining hardware 1
6 has its flat base abutted against the horizontal bar 12 and fixed with wood screws 9. The rising edge B17 of the joining hardware 16 is in contact with the upper and lower end side surfaces of the vertical member 2, and the lower end flat portion of the lattice member 3 is in contact with the outside thereof, and is fixed by a bolt 4 passing through these. In the figure, 4a is a nut.
接合金物16に案内溝18を形成したことにより、縦部
材2およびラチス部材3の枠組みした枠材12.13へ
の接合作業においては、第8図に示すように、ラチス部
材3の上下端をボルト4で仮止めした状態で、接合金物
16の立上り部17を縦部材2とラチス部材3間にすべ
り込ませることができ、そのままボルト4を締めつける
ことにより、簡単に接合することができる。By forming the guide groove 18 in the joining hardware 16, when joining the vertical member 2 and the lattice member 3 to the framed frame member 12.13, as shown in FIG. The rising part 17 of the joining hardware 16 can be slid between the vertical member 2 and the lattice member 3 in a state temporarily secured with the bolt 4, and by tightening the bolt 4, the joining can be easily performed.
以上、第3図〜第8図はそれぞれ接合方法の一例を示し
たもので、これらに限定されるものではない。As mentioned above, FIGS. 3 to 8 each show an example of the joining method, and the method is not limited to these.
第9図は本発明の軸組構造における耐力パネルlの配置
例を説明するための参考1!l(本発明における縦枠材
12および横枠材13がない場合〉であり、耐力パネル
を梁、桁、土台などの上下横部材5間に、一般の柱の他
に耐力パネル取付は用の枠組を構成する縦部材6(もち
ろん通常の柱、間柱として配置されるものも含む)を設
け、軸組内に耐力パネル1を分散配置している。具体的
には柱や、開口位置、軸組としての必要な耐力などを考
慮し、設計により水平耐力部材として効率的な配置を決
定する。FIG. 9 is a reference 1 for explaining an example of the arrangement of load-bearing panels l in the framework structure of the present invention! (In the case where there is no vertical frame member 12 and horizontal frame member 13 in the present invention), load-bearing panels can be installed between upper and lower horizontal members 5 such as beams, girders, and foundations, in addition to general columns. Vertical members 6 (of course, including those arranged as regular columns and studs) are provided that constitute the framework, and load-bearing panels 1 are distributed within the framework.Specifically, the columns, opening positions, and shafts are Taking into account the required strength of the assembly, the design determines the efficient arrangement of the horizontal load-bearing members.
第10図は第9図の軸組による木質建築構造物における
他の構造部材との関係を示したもので、原則的には従来
工法により構築することができ、さらに接合金具などの
工夫により、量産化、施工の合理化を図ることができる
。なお、図中、22はRC基礎、23は大引、24は片
持ち式ベランダ部、25はベランダ手摺、26は垂木、
27は野地板、28はアスファルトルーフィング、29
は屋根仕上げ材を示す。Figure 10 shows the relationship with other structural members in a wooden building structure using the frame shown in Figure 9. In principle, it can be constructed using conventional construction methods, and by using additional fittings etc. Mass production and rationalization of construction can be achieved. In addition, in the figure, 22 is the RC foundation, 23 is the main drawer, 24 is the cantilevered balcony part, 25 is the balcony handrail, 26 is the rafter,
27 is field board, 28 is asphalt roofing, 29
indicates roof finishing material.
本発明の耐力パネルは木製などの縦部材の両側に棒状部
材を波状に配したラチス部材を取付け、さらに片面に面
材を貼ってユニット化したものであり、軽量で、かつ強
度の大きい水平耐力部材とすることができる。The load-bearing panel of the present invention is made into a unit by attaching a lattice member in which rod-like members are arranged in a wave pattern on both sides of a vertical member such as wood, and then pasting a panel on one side, and it is lightweight and has a high horizontal load-bearing capacity. It can be used as a member.
ラチス部材と枠組みした枠材の接合については工場取付
けが可能であり、精度が出せるため、軽微で強いジヨイ
ントが可能となる。また、パネル枠材の軸組への取付け
では、軸組の現場建方精度への対応を考えてクリアラン
スを設けておけば、誤差が吸収でき、かつ力の伝達につ
いてはパツキン材を挟んで釘接合するか、あるいは面材
を大きめに貼り突出部分で軸組に釘接合(この場合パツ
キン材も不要となる)すればよい。The joining of the lattice member and the frame material can be installed at the factory, and the precision can be achieved, making it possible to create a light but strong joint. In addition, when attaching panel frame materials to the framework, if you provide a clearance in consideration of the on-site construction accuracy of the framework, errors can be absorbed, and force transmission can be achieved by using the packing materials in between and using the nails. You can either join them together, or you can attach a larger piece of face material and nail it to the frame at the protruding part (in this case, packing material is also not required).
なお、ラチス部材が中央の縦部材に対して線対称の場合
、水平力を受けたとき中央の縦部材には大きな力が発生
しないので、縦部材を小断面にすることができる。また
第imのようにラチス材が横架材に対して閉じた形状の
配置であればラチス部材の取付部は少なく、力の伝達も
合理的になる。Note that when the lattice member is axisymmetric with respect to the central vertical member, a large force is not generated in the central vertical member when a horizontal force is applied, so that the vertical member can be made to have a small cross section. Further, if the lattice member is arranged in a closed shape with respect to the horizontal member as in No. IM, there will be fewer attachment parts for the lattice member, and force transmission will be streamlined.
本発明の軸組構造では上述のような効果を有する耐力パ
ネルを使用することにより、施工性の向上が図れるとと
もに、筋違や一般の壁構造に比べ開口部を広くとること
ができ、その配置についても自由度が大きく、自由な空
間デザインを可能とする。The framework structure of the present invention uses load-bearing panels that have the above-mentioned effects, which improves workability, and allows for wider openings compared to braces or general wall structures, making it easier to arrange them. It also has a large degree of freedom, allowing for free space design.
第1図(a)〜(C)はそれぞれ本発明の耐力パネルの
一実施例を示す平面図、正面I!lおよび側面図、第2
図は使用状態の正面図、第3図(a)、(ロ)および第
4図(a)、(ロ)はラチス部材の接合部の詳細図、第
5図は縦部材およびラチス部材の枠材への接合の様子を
示す斜視図、第6図(a)、(ロ)はそれぞれ縦部材の
上側の横枠材への接合部を示す側面図および正面図、第
7図(a)〜(e)はそれぞれ縦部材の下側の横枠材へ
の接合部を示す平面図、側面図および正面図、第8図は
縦部材の横枠材への接合方法を説明するための正面図、
第9図は軸組構造における耐力パネルの配置を示す参考
斜視図、第10図は他の構造部材との関係を示す参考分
解斜視図である。
1・・・耐力パネル、2・・・縦部材、3・・・ラチス
部材、4・・・ボルト、5・・・横架材、6・・・柱、
7・・・ねじ孔、8・・・プレート、9・・・木ねじ、
12・・・縦枠材、13・・・横枠材、16・・・接合
金物、17・・・立上り部、18・・・案内溝、
第1図
1
第
2
図
第
図
第
図
(a)
(a)
第
図
第
8
図
手lr&と和i正書(方式)
%式%
事件の表示
平成 1平時 願第338968号
発明の名称
建築用耐力パネルおよび建築軸組構造
補正をする者
羽生との隔 特許出願人FIGS. 1(a) to 1(C) are plan views and front views showing one embodiment of the load-bearing panel of the present invention, respectively. l and side view, 2nd
The figure is a front view of the state in use, Figures 3 (a) and (b) and Figures 4 (a) and (b) are detailed views of the joints of the lattice members, and Figure 5 is the frame of the vertical members and the lattice members. 6(a) and 6(b) are a side view and a front view respectively showing the joint portion of the upper side of the vertical member to the horizontal frame material, and FIGS. 7(a) to 7(a) are (e) is a plan view, a side view, and a front view showing the joint part of the lower side of the vertical member to the horizontal frame material, and FIG. 8 is a front view for explaining the method of joining the vertical member to the horizontal frame material. ,
FIG. 9 is a reference perspective view showing the arrangement of load-bearing panels in the framework structure, and FIG. 10 is a reference exploded perspective view showing the relationship with other structural members. DESCRIPTION OF SYMBOLS 1... Load-bearing panel, 2... Vertical member, 3... Lattice member, 4... Bolt, 5... Horizontal member, 6... Column,
7...Screw hole, 8...Plate, 9...Wood screw,
12...Vertical frame material, 13...Horizontal frame material, 16...Joint hardware, 17...Rising portion, 18...Guide groove, Fig. 1 1 Fig. 2 Fig. Fig. (a ) (a) Figure 8 Figure hand lr & and w i official text (method) % formula % Indication of the incident Heisei 1 peacetime Application No. 338968 Name of the invention Hanyu and the person who corrects the structural load-bearing panel and building frame structure Distance between patent applicants
Claims (2)
チス部材を接合し、前記縦部材およびラチス材を縦横の
枠材で枠組みしたことを特徴とする耐力パネル。(1) A load-bearing panel characterized in that a lattice member in which rod-like members are arranged in a wave pattern on both sides of a central vertical member is joined, and the vertical member and the lattice member are framed by vertical and horizontal frame members.
上下の横部材および左右の縦部材によって形成される枠
組内に配置したことを特徴とする建築軸組構造。(2) An architectural framework structure, characterized in that the load-bearing panel according to claim 1 is disposed within a framework formed by upper and lower horizontal members and left and right vertical members constituting the architectural framework.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1338968A JP2883655B2 (en) | 1989-12-27 | 1989-12-27 | Horizontal bearing members for construction |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1338968A JP2883655B2 (en) | 1989-12-27 | 1989-12-27 | Horizontal bearing members for construction |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH03199550A true JPH03199550A (en) | 1991-08-30 |
JP2883655B2 JP2883655B2 (en) | 1999-04-19 |
Family
ID=18323030
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1338968A Expired - Fee Related JP2883655B2 (en) | 1989-12-27 | 1989-12-27 | Horizontal bearing members for construction |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP2883655B2 (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2005171757A (en) * | 2003-12-12 | 2005-06-30 | Simpson Manufacturing Corp | Corrugated shearing wall |
US8281551B2 (en) | 2003-12-12 | 2012-10-09 | Simpson Strong-Tie Company, Inc. | Corrugated shearwall |
RU2506375C1 (en) * | 2012-12-17 | 2014-02-10 | Федеральное Государственное Автономное Образовательное Учреждение Высшего Профессионального Образования "Сибирский Федеральный Университет" | Fully assembled building of closed type |
US9085901B2 (en) | 1995-12-14 | 2015-07-21 | Simpson Strong-Tie Company, Inc. | Pre-assembled internal shear panel |
-
1989
- 1989-12-27 JP JP1338968A patent/JP2883655B2/en not_active Expired - Fee Related
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
US9085901B2 (en) | 1995-12-14 | 2015-07-21 | Simpson Strong-Tie Company, Inc. | Pre-assembled internal shear panel |
JP2005171757A (en) * | 2003-12-12 | 2005-06-30 | Simpson Manufacturing Corp | Corrugated shearing wall |
US8281551B2 (en) | 2003-12-12 | 2012-10-09 | Simpson Strong-Tie Company, Inc. | Corrugated shearwall |
RU2506375C1 (en) * | 2012-12-17 | 2014-02-10 | Федеральное Государственное Автономное Образовательное Учреждение Высшего Профессионального Образования "Сибирский Федеральный Университет" | Fully assembled building of closed type |
Also Published As
Publication number | Publication date |
---|---|
JP2883655B2 (en) | 1999-04-19 |
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