JPS60242247A - Land beam by lattice beam - Google Patents
Land beam by lattice beamInfo
- Publication number
- JPS60242247A JPS60242247A JP59096130A JP9613084A JPS60242247A JP S60242247 A JPS60242247 A JP S60242247A JP 59096130 A JP59096130 A JP 59096130A JP 9613084 A JP9613084 A JP 9613084A JP S60242247 A JPS60242247 A JP S60242247A
- Authority
- JP
- Japan
- Prior art keywords
- land
- chord member
- lattice
- roof
- fixed
- 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
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C3/08—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal with apertured web, e.g. with a web consisting of bar-like components; Honeycomb girders
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B7/00—Roofs; Roof construction with regard to insulation
- E04B7/02—Roofs; Roof construction with regard to insulation with plane sloping surfaces, e.g. saddle roofs
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C2003/0486—Truss like structures composed of separate truss elements
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C3/00—Structural elongated elements designed for load-supporting
- E04C3/02—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces
- E04C3/04—Joists; Girders, trusses, or trusslike structures, e.g. prefabricated; Lintels; Transoms; Braces of metal
- E04C2003/0486—Truss like structures composed of separate truss elements
- E04C2003/0491—Truss like structures composed of separate truss elements the truss elements being located in one single surface or in several parallel surfaces
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
本発明は、強度を落とすことなく梁の背高とは無関係に
天井裏スペースを最小限度に抑えることができ、且つ桁
近傍で屋根勾配面等に梁背が当たらないようにすること
ができるラチス梁による陸梁に関するものである。[Detailed Description of the Invention] The present invention can minimize the space under the ceiling regardless of the height of the beam without reducing strength, and prevents the back of the beam from hitting the sloped surface of the roof near the girder. The present invention relates to a land beam using a lattice beam that can be made as follows.
一般家屋への陸梁の固定にあたっては、上弦材が桁近傍
で屋根勾配面等に当たらないようにすることが必要であ
り、そのための固定態様としては、従来より、陸梁につ
いては以下の大略二進りの態様が採用されている。即ち
、その一つは、陸梁に何等の加工も施すことなく、陸梁
の梁背を小屋組方向に向は且つ聖人端面に略一致させて
陸梁を全体として聖人端面より下方に固定するものであ
り、他の一つは、屋根勾配面等に当たる陸梁の上側端部
を屋根勾配面に合わせて切断除去加工し、陸梁の梁背を
小屋組方向に向は且つ聖人端面よりも」二方に位置させ
て陸梁を全体として上方に固定するものである。When fixing a land beam to a general house, it is necessary to prevent the top chord from hitting the roof slope surface near the girder. A binary format is adopted. That is, one of them is to fix the land beam as a whole below the Saint's end surface by making the beam back of the Land beam in the direction of the roof assembly and approximately coincident with the Saint's end surface, without performing any processing on the Land beam. The other method is to cut and remove the upper end of the land beam that corresponds to the roof slope surface, etc. to match the roof slope surface, and to make the back of the land beam facing the direction of the roof frame and further than the Saint end face. '' is placed on two sides and fixes the land beam as a whole upward.
しかしながら、前者の固定態様にあっては、陸梁の下方
に配設される天井板から聖人端面までの天井懐が大きく
なり、天井裏スペースが大きくなるため、室内空間が犠
牲になる問題がある。一方、後者の固定態様にあっては
、前者における問題は生じないが、陸梁の上側端部の切
断除去加工により、陸梁の端部の剪断力低下を招(問題
がある。However, in the former fixing mode, the ceiling gap from the ceiling board placed below the land beam to the end face of the saint becomes larger, and the space under the ceiling becomes larger, which causes a problem of sacrificing indoor space. . On the other hand, in the latter fixing mode, the problem of the former does not occur, but cutting and removing the upper end of the land beam causes a decrease in shearing force at the end of the land beam (problem).
また、陸梁を大スパンとする鳩舎、木製の陸梁において
は、集成材等により形成する必要があるため、非常に高
価となり、経済的な問題がある。In addition, in pigeon coops with large spans of land beams and wooden land beams, they must be made of laminated wood or the like, which makes them very expensive and poses an economical problem.
更にまた、ラチス梁を一般家屋の陸梁として用いること
は、従来殆ど行われていないが、通常のラチス梁を陸梁
として用いたとしても、同様に天井裏スペースが大きく
なり、室内空間が犠牲となる問題を生し得る。Furthermore, although lattice beams have rarely been used as land beams in general houses, even if ordinary lattice beams were used as land beams, the space under the ceiling would become large and the interior space would be sacrificed. This can cause problems.
本発明は、叙」二の点に鑑みなされたもので、強度を落
とすことなく梁の背高とは無関係に天井裏スペースを最
小限度に抑えることができると共に、桁近傍で屋根勾配
面等に梁背が当たらないようにすることができ、しかも
経済的に大スパンに対応することができるラチス梁によ
る陸梁を提供するものである。The present invention was developed in view of the second point, and it is possible to minimize the space under the ceiling regardless of the height of the beam without reducing the strength, and also to reduce the space on the roof slope near the girder. To provide a land beam made of a lattice beam that can prevent the back of the beam from touching and can economically correspond to a large span.
即ち、本発明のラチス梁による陸梁は、ラチス梁におけ
る上弦材を下弦材よりも短尺にして該上弦材の端部と該
下弦材の端部とを斜材を介して一体的に結合してなり、
上記斜材を屋根勾配に対応させて陸梁として固定するも
のである。That is, in the land beam using the lattice beam of the present invention, the upper chord member of the lattice beam is made shorter than the lower chord member, and the end of the upper chord member and the end of the lower chord member are integrally connected via the diagonal member. Then,
The diagonal members are fixed as land beams in accordance with the roof slope.
以下、本発明の陸梁を図面に示す一実施例について説明
する。DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the land beam of the present invention shown in the drawings will be described below.
第1図において、1は鋼製形材よりなる上弦材、2は鋼
製形材よりなる下弦材で、上弦材1と下弦材2とは、従
来のラチス梁と同様、ウェブ材3を介して一体的に固着
しである。In Fig. 1, 1 is an upper chord member made of a steel profile, 2 is a lower chord member made of a steel profile, and the upper chord member 1 and the lower chord member 2 are connected through a web member 3, similar to a conventional lattice beam. It is fixed as one piece.
而して、本発明の陸梁Aにおいては、上弦材1を下弦材
2よりも短く形成してあり、上弦材1の端部と下弦材2
の端部とを上向きの斜材4を介して一体的に結合しであ
る。Therefore, in the land beam A of the present invention, the upper chord member 1 is formed shorter than the lower chord member 2, and the end of the upper chord member 1 and the lower chord member 2
are integrally connected to the end portions thereof via an upwardly directed diagonal member 4.
上記上弦材1及び上記斜材4は、実施例の場合、1本の
鋼製の形材より形成してあり、この形材の両側の一定長
部分を下方に斜めに屈曲させるごとによりこの部分を斜
材4となしである。そして、斜材4と下弦材2とは溶接
により固着しである。In the case of the embodiment, the upper chord member 1 and the diagonal member 4 are formed from a single steel section, and each time a certain length portion on both sides of this section is bent diagonally downward, the section is bent. with and without diagonal members 4. The diagonal member 4 and the lower chord member 2 are fixed together by welding.
また、この斜材4は、独立しており、その両端部を上弦
材1及び下弦材2にそれぞれ一体的に固着してあっても
良い。Further, the diagonal member 4 may be independent, and its both ends may be integrally fixed to the upper chord member 1 and the lower chord member 2, respectively.
又、上記斜材4の傾斜角度は、本発明の陸梁Aを固定す
る箇所の屋根勾配と略対応させて形成しである。Further, the inclination angle of the diagonal member 4 is formed to approximately correspond to the roof slope of the location where the land beam A of the present invention is fixed.
この他、第1図において、5は本発明の陸梁Aを固定す
るため陸梁Aの両端部に設けた固定部である。In addition, in FIG. 1, reference numeral 5 denotes fixing parts provided at both ends of the land beam A for fixing the land beam A of the present invention.
以上の構成からなる本、発明の陸梁Aは、その使用に際
しては、従来の陸梁と同様に、第2図に示す如く梁受金
物を介して桁側壁等に固定されるもので、第3図に示す
如くその下弦材2を壁6の天端の高さに位置させ且つ斜
材4を桁近傍の屋根7に近接させて固定することができ
る。このように本発明の陸梁Aを固定すれば、第3図に
示す如く壁6の天端面から天井板8までの距離、即ち、
天井懐を小さくすることができ、室内空間が犠牲になる
のを最小限度に抑えることができる。しかも、このとき
、本発明の陸梁Aは前述の如く斜材4を有しているから
、端部において剪断力が不足することはなく、陸梁とし
て充分な強度を保持することができる。When the land beam A of the present invention having the above-mentioned configuration is used, it is fixed to the girder side wall etc. via the beam bracket as shown in FIG. 2, like the conventional land beam. As shown in FIG. 3, the lower chord member 2 can be positioned at the height of the top of the wall 6, and the diagonal member 4 can be fixed close to the roof 7 near the girder. If the land beam A of the present invention is fixed in this way, the distance from the top surface of the wall 6 to the ceiling board 8, as shown in FIG.
The ceiling pocket can be made smaller, and the loss of interior space can be minimized. Moreover, at this time, since the land beam A of the present invention has the diagonal members 4 as described above, there is no shortage of shearing force at the ends, and sufficient strength can be maintained as a land beam.
そして、上記の如く固定した本発明の陸梁Aの上弦材1
には、通常、第2図に示す如く、木製の結合材9が適宜
固定され、この結合材9上に従来と同様な小屋組が形成
され屋根(屋根パネル)7が固定される。Then, the upper chord member 1 of the land beam A of the present invention fixed as described above
Usually, as shown in FIG. 2, a wooden binding material 9 is appropriately fixed to the roof, a roof frame similar to the conventional one is formed on this binding material 9, and a roof (roof panel) 7 is fixed.
尚、第2図において、10は束、11勾配桁、12は母
屋、13は棟梁、14は結合桁、15は隅木、16は火
打梁である。In Fig. 2, 10 is a bundle, 11 is a slope girder, 12 is a main building, 13 is a ridge beam, 14 is a joint girder, 15 is a corner beam, and 16 is a flint beam.
叙上の如く、本発明のラチス梁による陸梁は、上弦材の
端部と下弦材の端部とを上向きの斜材を介して一体的に
結合したもので、上弦材を屋根勾配面や垂木に当てるこ
とな(、斜材をこれに対応する桁近傍の屋根勾配面に近
接させで固定することができるため、梁の背高とは無関
係に天井裏スペースを最小限度に抑えることができ、又
、斜材によりラチス梁として充分な強度を保つことがで
き、更に、従来の陸梁とは異なり経済的に大スパンに対
応することができ、更に又、梁背を上方に向けて固定す
ることができるため、小屋組の小屋材、特に束の材積を
少なくすることができ、又更に、ラチス梁のため木製梁
とは異なり梁高に無関係に梁受金物の形状、寸法を統一
することができる等の多大な効果を奏する。As described above, the land beam using the lattice beam of the present invention is one in which the ends of the upper chord members and the ends of the lower chord members are integrally connected via an upward diagonal member, and the upper chord members are connected to the roof slope surface or Because the diagonal members can be fixed close to the roof slope near the corresponding girder without touching the rafters, the space above the ceiling can be kept to a minimum regardless of the height of the beam. In addition, the diagonal members can maintain sufficient strength as a lattice beam, and unlike conventional land beams, it can economically support large spans, and the beam is fixed with the back facing upward. Therefore, the volume of the roof frame materials, especially the bundles, can be reduced.Furthermore, unlike wooden beams, the shape and dimensions of the beam brackets can be unified regardless of the beam height because the beams are lattice beams. It has great effects, such as being able to
第1図は本発明の一実施例の正面図、第2図はその使用
態様を示す斜視図、第3図は第2図の要部の正面図であ
る。
A・・・陸梁
1・・・上弦材
2・・・下弦材
4・・・斜拐
特許出願人
ミサワホーム株式会社FIG. 1 is a front view of an embodiment of the present invention, FIG. 2 is a perspective view showing its mode of use, and FIG. 3 is a front view of the main parts of FIG. 2. A... Land beam 1... Upper chord member 2... Lower chord member 4... Oblique patent applicant Misawa Homes Co., Ltd.
Claims (1)
弦材の端部と該下弦材の端部とを斜材を介して一体的に
結合してなり、上記斜材を屋根勾配に対応させて陸梁と
して固定することを特徴とするラチス梁による陸梁。The upper chord member of the lattice beam is made shorter than the lower chord member, and the end of the upper chord member and the end of the lower chord member are integrally connected via a diagonal member, and the diagonal member is adjusted to correspond to the roof slope. A land beam made of lattice beams, which is characterized by being fixed as a land beam.
Priority Applications (3)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP59096130A JPS60242247A (en) | 1984-05-14 | 1984-05-14 | Land beam by lattice beam |
KR1019850000748A KR940008309B1 (en) | 1984-05-14 | 1985-02-06 | Structure for supporting roof |
DE19853512245 DE3512245A1 (en) | 1984-05-14 | 1985-04-03 | Tie beam in the form of a latticework beam |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP59096130A JPS60242247A (en) | 1984-05-14 | 1984-05-14 | Land beam by lattice beam |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS60242247A true JPS60242247A (en) | 1985-12-02 |
JPH0452337B2 JPH0452337B2 (en) | 1992-08-21 |
Family
ID=14156802
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP59096130A Granted JPS60242247A (en) | 1984-05-14 | 1984-05-14 | Land beam by lattice beam |
Country Status (3)
Country | Link |
---|---|
JP (1) | JPS60242247A (en) |
KR (1) | KR940008309B1 (en) |
DE (1) | DE3512245A1 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2014214439A (en) * | 2013-04-23 | 2014-11-17 | 大和ハウス工業株式会社 | Roof frame structure |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE8902954U1 (en) * | 1989-03-10 | 1989-07-27 | Betonbau Gmbh, 6833 Waghaeusel, De |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS4711121U (en) * | 1971-02-26 | 1972-10-09 | ||
JPS5181525U (en) * | 1974-12-24 | 1976-06-29 |
Family Cites Families (6)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
DE804597C (en) * | 1948-10-19 | 1951-04-26 | Westdeutsche Mannesmannroehren | Binder in welded tube construction |
DE826634C (en) * | 1950-12-31 | 1952-01-03 | Johann Schoen | Composite lightweight beam |
DE1835990U (en) * | 1960-10-24 | 1961-08-03 | Tor Isteg Steel Corp | TRUCKS, IN PARTICULAR FORMWORK BEAMS. |
FR1582040A (en) * | 1968-03-21 | 1969-09-26 | ||
FR2407311A1 (en) * | 1977-10-26 | 1979-05-25 | Vallourec | Metal profile designed for nailing in place - is formed of two L=shaped members welded together which may be used to make trussed girders |
FR2567558B3 (en) * | 1984-07-10 | 1986-10-31 | Palmade Andre | METAL FRAMEWORK FARM |
-
1984
- 1984-05-14 JP JP59096130A patent/JPS60242247A/en active Granted
-
1985
- 1985-02-06 KR KR1019850000748A patent/KR940008309B1/en not_active IP Right Cessation
- 1985-04-03 DE DE19853512245 patent/DE3512245A1/en not_active Ceased
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS4711121U (en) * | 1971-02-26 | 1972-10-09 | ||
JPS5181525U (en) * | 1974-12-24 | 1976-06-29 |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2014214439A (en) * | 2013-04-23 | 2014-11-17 | 大和ハウス工業株式会社 | Roof frame structure |
Also Published As
Publication number | Publication date |
---|---|
DE3512245A1 (en) | 1985-11-14 |
JPH0452337B2 (en) | 1992-08-21 |
KR940008309B1 (en) | 1994-09-12 |
KR850008516A (en) | 1985-12-18 |
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