JPH06316971A - Roof unit of unit building - Google Patents
Roof unit of unit buildingInfo
- Publication number
- JPH06316971A JPH06316971A JP5106540A JP10654093A JPH06316971A JP H06316971 A JPH06316971 A JP H06316971A JP 5106540 A JP5106540 A JP 5106540A JP 10654093 A JP10654093 A JP 10654093A JP H06316971 A JPH06316971 A JP H06316971A
- Authority
- JP
- Japan
- Prior art keywords
- unit
- load
- beams
- materials
- members
- 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.)
- Pending
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】この発明は、ユニット建物におけ
る屋根ユニットに関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a roof unit in a unit building.
【0002】[0002]
【従来の技術】いわゆるユニット建物の一つとして、ユ
ニット住宅がある(特開昭59−106642号公報、
特開昭60−242238号公報参照)。このユニット
住宅の場合、箱形状の建物ユニットの上部に屋根ユニッ
トが積み重ねられる。2. Description of the Related Art A unit house is known as one of so-called unit buildings (Japanese Patent Laid-Open No. 59-106642).
(See JP-A-60-242238). In the case of this unit house, the roof unit is stacked on top of the box-shaped building unit.
【0003】この屋根ユニットも建物ユニットの一つ
で、荷重の分散を考慮して、梁材、柱材などの複数の直
線状の枠組材からトラス構造の骨格が構成され、この骨
格に複数の直線状の補強材が取り付けられて構成される
構造体を備えていることが多い。This roof unit is also one of building units, and in consideration of load distribution, a truss structure skeleton is composed of a plurality of linear frame members such as beam members and column members. It is often provided with a structure constructed by attaching a linear reinforcing material.
【0004】ところで、建物に作用する荷重は、静荷重
と動荷重とに大別することができる。このうち、建物の
自重などによる静荷重は建物の設計段階であらかじめ算
定しやすいものである。The loads acting on the building can be roughly classified into static loads and dynamic loads. Of these, static loads due to the weight of the building are easy to calculate in advance at the building design stage.
【0005】他方、地震や風圧などによる動荷重の場合
は、その算定がむずかしい。また、屋根ユニットも他の
建物ユニットと同様に工業化生産されて、工場から建築
現場までトラック輸送されるもので、このときに、屋根
ユニットなどに作用する振動による荷重も動荷重の一つ
とみることができる。On the other hand, in the case of a dynamic load due to an earthquake or wind pressure, its calculation is difficult. Also, roof units are industrially produced like other building units and are transported by truck from the factory to the construction site. At this time, the load due to the vibration acting on the roof unit etc. should be regarded as one of the dynamic loads. You can
【0006】これらの算定しにくい動荷重は、施工時や
建築後のユニット住宅の建てつけ精度に大きな影響をお
よぼすものである。[0006] These difficult-to-calculate dynamic loads have a great influence on the construction accuracy of a unit house during construction or after construction.
【0007】このため、従来では、ユニット住宅の構造
上の性能を重視するあまり、各枠組材および補強材に一
律に型鋼を採用していることが多い。For this reason, in the past, since the structural performance of the unit housing was emphasized so much, it was often the case that the section steel was uniformly used for each frame member and the reinforcing member.
【0008】[0008]
【発明が解決しようとする課題】しかし、前に述べたよ
うに、建物には静荷重と動荷重が作用するものであり、
特に静荷重がもっぱら作用する部分には、過剰な強度を
もつ型鋼を採用しなくても済む場合があり、作用する荷
重に応じた相当の強度をもった部材を採用するほうが部
材費の低減を果たすことができる。However, as described above, the static load and the dynamic load act on the building,
In particular, there is a case where it is not necessary to use a section steel having an excessive strength in the part where the static load acts exclusively, and it is possible to reduce the member cost by adopting a member having a considerable strength according to the acting load. Can be fulfilled
【0009】この発明は、このような観点に着目して創
作されたもので、部材費の低減を図ることのできるユニ
ット建物の屋根ユニットを提供することを目的としたも
のである。The present invention has been made in view of such a viewpoint, and an object thereof is to provide a roof unit of a unit building which can reduce the cost of members.
【0010】[0010]
【課題を解決するための手段】この発明は、上記の目的
を達成するために、複数の枠組材から骨格が構成され、
この骨格に複数の補強材が取り付けられて構成される構
造体を備えたユニット建物の屋根ユニットにおいて、前
記枠組材および前記補強材のうちおもに静荷重のみが作
用するものを木質系材とし、前記枠組材同士の接合部
分、前記補強材同士の接合部分および前記枠組材と前記
補強材との接合部分のうち方向の異なる2以上の荷重ま
たは衝撃荷重を含めた動荷重の少なくともいずれか一方
が作用する部分を型鋼材よりなる接合部材によって接合
したことを特徴としている。In order to achieve the above object, the present invention has a skeleton composed of a plurality of frame members,
In a roof unit of a unit building provided with a structure constituted by attaching a plurality of reinforcing members to the skeleton, the frame member and the reinforcing member are mainly wood-based materials on which only static load acts, and At least one of a joint portion between frame members, a joint portion between reinforcing members, and a joint portion between the frame member and the reinforcing member has at least one of two or more loads in different directions or a dynamic load including an impact load. It is characterized in that the portion to be joined is joined by a joining member made of a shaped steel material.
【0011】[0011]
【作用】この発明によるユニット建物の屋根ユニットで
は、その構造体を構成する枠組材、補強材およびこれら
の接合部分に用いられる部材の形態を、当該部材および
接合部分に作用する荷重の性質にあわせて、木質系材ま
たは型鋼材のいずれか一方に選定している。このため、
各部材および接合部分について過剰な強度設計を回避す
ることができ、荷重に応じた相当の強度をもった部材を
採用することで部材費の低減を果たすことができる。In the roof unit of the unit building according to the present invention, the form of the frame member, the reinforcing member and the members used for the joints that constitute the structure are adjusted to the characteristics of the load acting on the members and the joints. , Either wood-based material or shaped steel material. For this reason,
Excessive strength design can be avoided for each member and joint portion, and member cost can be reduced by adopting a member having a considerable strength according to the load.
【0012】[0012]
【実施例】以下、この発明に係るユニット建物の屋根ユ
ニットの実施例を、図面にもとづいて説明する。DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of a roof unit of a unit building according to the present invention will be described below with reference to the drawings.
【0013】まず、その構成を説明する。First, the structure will be described.
【0014】図1において、1は複数の直線状の枠組材
からトラス構造でもって骨格として構成されたユニット
建物の屋根ユニットである。In FIG. 1, reference numeral 1 designates a roof unit of a unit building constituted by a plurality of linear frame members as a skeleton with a truss structure.
【0015】この屋根ユニット1は、主として静荷重の
みが作用するむな木2、母屋3と、主として動荷重が多
くかかる風受け梁4、主梁5、合掌面筋かい6から大略
構成されている。This roof unit 1 is roughly composed of a waste wood 2 and a purlin 3 which are mainly subjected to only static load, a wind receiving beam 4, a main beam 5 and a joint-bearing braces 6 which are mainly subject to dynamic load. .
【0016】上記むな木2、…、母屋3、…には木質系
材を採用している。木質系材は、静荷重に対して安定し
た応力をもっているからである。Wooden materials are used for the above-mentioned tree 2, ..., Purlin 3 ,. This is because the wood-based material has a stable stress against a static load.
【0017】一方、図2における風受け梁4、主梁5、
合掌面筋かい6には、予想しがたい動荷重がかかること
があるので、図3、図4に示すように、風受け梁4、む
な木2、合掌面筋かい6および主梁5同士の接合部分
J、K(方向の異なる2以上の荷重または衝撃荷重を含
めた動荷重の少なくともいずれか一方が作用する部分)
には、型鋼材11、12を用いている。On the other hand, the wind receiving beam 4, the main beam 5 in FIG.
An unpredictable dynamic load may be applied to the palm-bearing braces 6, so that as shown in FIGS. 3 and 4, the wind receiving beams 4, the timbers 2, the palm-bearing braces 6 and the main beams 5 are joined together. Joints J, K (portions on which at least one of dynamic loads including two or more loads in different directions or impact loads)
For this, mold steel materials 11 and 12 are used.
【0018】図5は、ジョイント部材21と他の枠組材
との連結において、取付ピンを用いる場合の、ジョイン
ト部材21の形態を示すもので、ピン取付孔Hが形成さ
れているものを示している。FIG. 5 shows a form of the joint member 21 in the case where a mounting pin is used in the connection of the joint member 21 and another frame member, and shows that the pin mounting hole H is formed. There is.
【0019】図6は、ジョイント部材30において、取
付ピンの代わりに補強リブ31を採用したものを示して
いる。FIG. 6 shows a joint member 30 having a reinforcing rib 31 instead of the mounting pin.
【0020】このようなユニット建物の屋根ユニットで
は、その構造体を構成する枠組材、補強材およびこれら
の接合部分に用いられる部材の形態を、当該部材および
接合部分に作用する荷重の性質にあわせて、木質系材ま
たは型鋼材のいずれか一方に選定している。このため、
各部材および接合部分について過剰な強度設計を回避す
ることができ、荷重に応じた相当の強度をもった部材を
採用することで部材費の低減を果たすことができる。因
みに、同一仕様のユニット住宅にあっては、コストを約
2割低減しても、設計上の強度の優劣がないことが立証
されている。In the roof unit of such a unit building, the forms of the frame member, the reinforcing member and the members used for the joints which constitute the structure are matched to the characteristics of the load acting on the members and the joints. , Either wood-based material or shaped steel material. For this reason,
Excessive strength design can be avoided for each member and joint portion, and member cost can be reduced by adopting a member having a considerable strength according to the load. By the way, it has been proved that, in the case of unit houses having the same specifications, there is no difference in design strength even if the cost is reduced by about 20%.
【0021】なお、この発明の技術的範囲は、上記の実
施例に限定されるものではなく、当業者が容易に思いつ
くような仕様変更なども包含するものである。たとえ
ば、いわゆる在来工法の一部にユニット工法の利点を採
用したもの、すなわち、構造体のある部分に滑節と剛節
とを混在させたようなもの(トラス/ラーメン構造)で
あっても、この発明は適用できるのみならずその効果は
十分期待できるものである。The technical scope of the present invention is not limited to the above-described embodiments, but also includes specification changes and the like which those skilled in the art can easily think of. For example, even if the advantage of the unit construction method is adopted as a part of the so-called conventional construction method, that is, the structure in which a joint and a joint are mixed (truss / ramen structure) The present invention can be applied and its effect can be expected sufficiently.
【0022】[0022]
【発明の効果】以上、説明したように、この発明によれ
ば、屋根ユニットに限っては、その構造体を構成する枠
組材、補強材およびこれらの接合部分に用いられる部材
の形態を、当該部材および接合部分に作用する荷重の性
質にあわせて、木質系材または型鋼材のいずれか一方に
選定することにより、各部材および接合部分について過
剰な強度設計を回避することができ、荷重に応じた相当
の強度をもった部材を採用することで部材費の低減を果
たすことができるという効果を奏する。As described above, according to the present invention, in the roof unit only, the forms of the frame member, the reinforcing member, and the members used for the joint portion of the structure are By selecting either wood-based material or shaped steel material according to the nature of the load acting on the members and the joints, it is possible to avoid excessive strength design for each member and the joints, depending on the load. By adopting a member having considerable strength, it is possible to reduce the cost of the member.
【図1】屋根ユニットのトラス構造を示す斜視図であ
る。FIG. 1 is a perspective view showing a truss structure of a roof unit.
【図2】同対象箇所斜視図である。FIG. 2 is a perspective view of the same target portion.
【図3】各部材を連結するジョイント部材を示す斜視図
である。FIG. 3 is a perspective view showing a joint member that connects the respective members.
【図4】同斜視図である。FIG. 4 is a perspective view of the same.
【図5】同斜視図である。FIG. 5 is a perspective view of the same.
【図6】同斜視図である。FIG. 6 is a perspective view of the same.
1 ユニット構造体、 2、3、4、5 枠組材、 6 補強材。 1 unit structure, 2, 3, 4, 5 frame material, 6 reinforcement material.
Claims (1)
骨格に複数の補強材が取り付けられて構成されるユニッ
ト構造体を備えたユニット建物の屋根ユニットにおい
て、 前記枠組材および前記補強材のうちおもに静荷重のみが
作用するものを木質系材とし、前記枠組材同士の接合部
分、前記補強材同士の接合部分および前記枠組材と前記
補強材との接合部分のうち方向の異なる2以上の荷重ま
たは衝撃荷重を含めた動荷重の少なくともいずれか一方
が作用する部分を型鋼材よりなる接合部材によって接合
したことを特徴とするユニット建物の屋根ユニット。1. A roof unit of a unit building including a unit structure including a skeleton composed of a plurality of frame members, and a plurality of reinforcing members attached to the frame, wherein: Among them, the one mainly subjected to only static load is a wood-based material, and two or more different directions of the joint portion between the frame members, the joint portion between the reinforcing members and the joint portion between the frame member and the reinforcing member. A roof unit of a unit building, characterized in that at least one of a dynamic load including a load or an impact load is joined by a joining member made of a shaped steel material.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP5106540A JPH06316971A (en) | 1993-05-07 | 1993-05-07 | Roof unit of unit building |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP5106540A JPH06316971A (en) | 1993-05-07 | 1993-05-07 | Roof unit of unit building |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH06316971A true JPH06316971A (en) | 1994-11-15 |
Family
ID=14436216
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP5106540A Pending JPH06316971A (en) | 1993-05-07 | 1993-05-07 | Roof unit of unit building |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH06316971A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100845461B1 (en) * | 2007-01-08 | 2008-07-10 | 진요임 | Building construction keeping cover truss |
-
1993
- 1993-05-07 JP JP5106540A patent/JPH06316971A/en active Pending
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100845461B1 (en) * | 2007-01-08 | 2008-07-10 | 진요임 | Building construction keeping cover truss |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
WO1996002713A1 (en) | Premanufactured structural elements | |
JP3581426B2 (en) | Structural materials and floor and roof structures of wooden buildings and construction methods using them | |
JP2020183701A (en) | Buckling restraint brace | |
JPH09268655A (en) | Framework fixing tool and framework structure | |
JP6745371B1 (en) | Buckling restraint brace | |
US20020124521A1 (en) | Wooden trussed structural systems, such as frameworks, bridges, floors | |
JPH06316971A (en) | Roof unit of unit building | |
US5718093A (en) | Floor panel joint structure and method of making a wooden building with the same | |
JPH10131394A (en) | Built-up reinforcing beam using steel-plate web material | |
JP3930084B2 (en) | Roof unit | |
JPH0711733A (en) | Horizontal member structure | |
US20040194412A1 (en) | Reinforced wooden structure, framework, building thus equipped and manufacturing method | |
JPH10292490A (en) | Reinforcing structure for wooden house | |
JP2749310B2 (en) | Steel structure | |
JP7105344B1 (en) | Wall structure of wooden building, wooden building and construction method thereof | |
JP3013461U (en) | Residential structural material made of synthetic wood and iron | |
JP2534160Y2 (en) | Beam-column connection structure | |
JP2809430B2 (en) | Wooden building frame structure | |
JP2003239382A (en) | Laminated lumber construction method | |
JP6731765B2 (en) | building | |
JPH0711729A (en) | Roof truss structure of mansard roof and construction | |
JP3048719U (en) | Earthquake-resistant hardware for wooden buildings | |
JPH07268959A (en) | Capital joint structure of wooden framework construction | |
JP2024018609A (en) | buckling restraint brace | |
JP2005155027A (en) | Floor support member and floor support structure using the same |