JP2001323557A - Grid beam structure - Google Patents
Grid beam structureInfo
- Publication number
- JP2001323557A JP2001323557A JP2000147604A JP2000147604A JP2001323557A JP 2001323557 A JP2001323557 A JP 2001323557A JP 2000147604 A JP2000147604 A JP 2000147604A JP 2000147604 A JP2000147604 A JP 2000147604A JP 2001323557 A JP2001323557 A JP 2001323557A
- Authority
- JP
- Japan
- Prior art keywords
- beam member
- plate
- lattice
- directions
- upright
- 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
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
Description
【0001】[0001]
【発明の属する技術分野】本発明は、近年特に大型化の
傾向にある格子状母屋等を短期に容易かつ経済的に形成
することが可能な格子梁構造に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a lattice beam structure capable of easily and economically forming a lattice-shaped purlin or the like, which tends to be particularly large in recent years, in a short period of time.
【0002】[0002]
【従来の技術】各種構造物の骨組に用いる格子梁に関し
ては、種々の構造が実施されている。その構造は概ね梁
構成材を格子状に形成するために、梁構成材の集合部分
の両面に接合板を溶接で固定して組み立てられる。しか
し、この方法は強度を得る構造としてはよいが、格子梁
を平面的に組み立てるためには上面側だけでなく、下面
側からも溶接を施さなければならず、溶接作業が極めて
困難で、作業能率も悪い難点を有している。2. Description of the Related Art Various structures have been implemented for lattice beams used for frames of various structures. In order to form the beam components in a lattice shape, the structure is assembled by fixing the joining plates to both sides of the collective portion of the beam components by welding. However, this method is good as a structure to obtain strength, but in order to assemble the grid beams planarly, welding must be performed not only from the upper side but also from the lower side, making welding work extremely difficult. Efficiency also has a drawback.
【0003】そこで、このような難点を特公昭60-43833
号では、溶接が上面側からのみ行える格子梁の製造方法
を開発している。その格子梁の製造方法は、仮台上に、
ピンを立設したプレートを取付け、このプレート上のピ
ンで囲まれた部分に接合板を載置し、梁構成材の端部を
ピン間に嵌めて接合板上に重ね、この接合板と梁構成材
を溶接し、上記梁構成材上のピンで囲まれた部分に接合
板を重ね、この接合板と梁構成材を溶接して格子梁を組
み、次に格子梁を反転させて両接合板と梁構成材を溶接
することを特徴としている。[0003] Therefore, such difficulties are described in Japanese Patent Publication No. 60-43833
Has developed a method of manufacturing a lattice beam that allows welding only from the top side. The manufacturing method of the lattice beam is
Attach the plate on which the pins are erected, place the joining plate on the portion of the plate surrounded by the pins, fit the ends of the beam components between the pins, and lay the joining plate on the joining plate. Weld the components, place a joining plate on the part surrounded by the pins on the beam component, weld this joining plate and the beam component, form a grid beam, then reverse the grid beam and join both It is characterized by welding the plate and beam components.
【0004】[0004]
【発明が解決しようとする課題】この特公昭60-43833号
で提案されている格子梁の製造方法は、下面側からの溶
接作業を無くした点で作業能率の改善と、工期短縮を達
成して画期的である。しかし、溶接作業が必要であるた
め、作業能率の改善に限度があり、しかも、円屋根等で
は接合板と梁構成材を溶接する際に偏角させて全体を正
確に湾曲させる必要があるため、施工が困難かつ、熟練
を要していた。本発明はこのような格子梁構造の特に大
型化の傾向にある格子状母屋等を短期に、容易、かつ経
済的に形成することを検討した。The method of manufacturing a lattice beam proposed in Japanese Patent Publication No. 60-43833 has improved work efficiency and shortened the construction period by eliminating welding work from the lower surface side. It is revolutionary. However, since welding work is required, there is a limit to the improvement of work efficiency, and in the case of round roofs, it is necessary to deviate the angle when welding the joining plate and beam components, and to accurately curve the whole. Construction was difficult and required skill. The present invention has studied the formation of such a lattice-shaped purlin which tends to be particularly large in size in a short time, easily and economically.
【0005】[0005]
【課題を解決するための手段】上記課題を検討した結
果、梁部材接合板に複数方向に向けた起立プレートを設
け、該複数方向の起立プレートにそれぞれ梁部材端部を
ねじ止めしてなる格子梁構造とした。この起立プレート
はアングル材で、2枚の該アングル材のコーナーを突き
合わせて十字とした4方向の起立プレートにそれぞれ梁
部材端部をねじ止めする格子梁構造がよい。この他、起
立プレートは各方向のものを個々に取り付けてもよい。As a result of studying the above-mentioned problems, as a result, a beam member joining plate is provided with upright plates facing in a plurality of directions, and the beam members are screwed to the upright plates in the plurality of directions, respectively. Beam structure was adopted. The upright plate is an angle material, and preferably has a lattice beam structure in which the ends of the beam members are screwed to four upright plates formed by crossing the corners of the two angle materials and forming a cross. In addition, the erecting plate may be individually attached in each direction.
【0006】このような構造は、梁部材端部をねじ止め
するに際し、円屋根等の湾曲に沿わせるために梁部材を
梁部材接合板に対して偏角させて起立プレートへ固定す
ることができ、その際に梁部材端部に水平断面T形ブラ
ケットを有するとねじ止めが容易である。梁部材端部を
絞って、その部分にねじ穴を設けて起立プレートにねじ
で固定することもできる。In such a structure, when screwing the end portion of the beam member, the beam member is deflected relative to the beam member joining plate and fixed to the upright plate in order to conform to the curvature of the circular roof or the like. At this time, if a horizontal section T-shaped bracket is provided at the end of the beam member, screwing is easy. It is also possible to squeeze the end of the beam member, provide a screw hole in that portion, and fix it to the upright plate with screws.
【0007】[0007]
【発明の実施の形態】以下本発明を詳細に説明する。図
1は本発明の格子梁構造の要部平面図であり、図2は同
部の側面図である。図3は図1中A部拡大図である。図
4は図2中B部拡大図である。DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described below in detail. FIG. 1 is a plan view of a main part of a lattice beam structure of the present invention, and FIG. 2 is a side view of the same part. FIG. 3 is an enlarged view of a portion A in FIG. FIG. 4 is an enlarged view of a portion B in FIG.
【0008】これらの図から明らかなように、本発明の
格子梁構造は、梁部材接合板1に4方向に向いた起立プ
レート2を設けている。梁部材接合板1はこの例では八
角形に形成している。また、梁部材接合板1に溶着させ
ている起立プレート2はアングル材で、2枚の該アング
ル材のコーナー部を突き合わせて十字とし、梁部材3を
4方向から接続可能である。4方向の起立プレート2に
はそれぞれねじ穴4を設けている。As is apparent from these figures, the lattice beam structure of the present invention is provided with upright plates 2 oriented in four directions on the beam member joining plate 1. The beam member joining plate 1 is formed in an octagon in this example. The upright plate 2 welded to the beam member joining plate 1 is an angle material, and the corner portions of the two angle materials are joined to form a cross, and the beam member 3 can be connected from four directions. Screw holes 4 are provided in the upright plates 2 in four directions.
【0009】梁部材3の端部には水平断面T形のブラケ
ット5を有する。ブラケット5にもねじ穴6が設けられ
て起立プレート2とボルトねじ7による止めが可能であ
る。ブラケット5、起立プレート2、ボルトねじ7等を
隠すことと、補強のために梁部材接合板1に対向させて
覆い板8を溶着させるとよい(図4参照)。The end of the beam member 3 has a bracket 5 having a T-shaped horizontal section. The bracket 5 is also provided with a screw hole 6 so that the bracket 5 can be stopped by the upright plate 2 and the bolt screw 7. The cover plate 8 is preferably welded to the beam member joining plate 1 for hiding the bracket 5, the upright plate 2, the bolt screw 7, and the like (see FIG. 4) for reinforcement.
【0010】図5に示すような円屋根の湾曲に沿わせる
際には、起立プレート2と梁部材3端部とをねじ止めす
るに際し、梁部材3を梁部材接合板1に対して偏角させ
て起立プレート2へ固定することができる。そのために
起立プレート2に設けたねじ穴4も、ブラケット5に設
けたねじ穴6もボルトねじ7の径よりも余裕をもたせた
大径にするとか、グループ穴にしておくと偏角させるこ
とができる。When the upright plate 2 and the end of the beam member 3 are screwed together with the curved roof as shown in FIG. 5, the beam member 3 is deflected with respect to the beam member joining plate 1. Then, it can be fixed to the upright plate 2. For this purpose, the screw hole 4 provided in the upright plate 2 and the screw hole 6 provided in the bracket 5 may have a large diameter with a margin larger than the diameter of the bolt screw 7 or may be deviated by forming a group hole. it can.
【0011】図5は母屋工法を梁と筋違で行う従来の工
法(右半分)と、本発明の格子梁構造(左半分)の場合とを
比較した図である。従来の工法(右半分)では梁10が3本
であるのに対し、本発明では2本である。また、従来の
工法はサブ合掌11や筋違12を必要としている。加えて、
トラス13も補強されている。全体の重量も左側の本発明
の場合15〜17Kg/cm2と軽いのに対し、右側の従来の工法
が20Kg/cm2と2割程度重い。本発明の格子梁構造は所定
単位面積を地上で組み付けて完成させ、単位面積毎に屋
根へ持ち上げて組み付けていくだけで、溶接作業を要し
ない。FIG. 5 is a diagram comparing a conventional method (right half) in which a purlin method is carried out with a beam and a beam, and a case of a lattice beam structure (left half) of the present invention. In the conventional method (right half), three beams 10 are used, whereas in the present invention, two beams 10 are used. In addition, the conventional construction method requires a sub-joint 11 and a bracing 12. in addition,
Truss 13 is also reinforced. Relative to the total weight is also of mild and if 15~17Kg / cm 2 on the left side of the present invention, the right of the conventional method is 20 Kg / cm 2 and about 20% heavier. The lattice beam structure of the present invention is completed by assembling a predetermined unit area on the ground and lifting the unit area to the roof for each unit area, and does not require any welding work.
【0012】[0102]
【発明の効果】本発明は、格子梁構造の所定単位面積を
地上で組み付けて完成させ、単位毎に屋根へ持ち上げて
ねじ止めにより組み付けていくだけであるから、溶接作
業を伴わないので、危険も無いし、作業能率もよい。加
えて、熟練者に頼らないでも大型の格子状母屋等を短期
に、容易、かつ経済的に形成することができる。出来上
がった母屋等が軽量、高強度で強風にも強い。また、瓦
葺き作業等の屋根作業がしやすい。According to the present invention, since a predetermined unit area of the lattice beam structure is assembled on the ground and completed, and the unit is lifted to the roof and assembled by screws, there is no danger because no welding work is involved. No, work efficiency is good. In addition, a large latticed purlin or the like can be formed easily and economically in a short period of time without relying on skilled personnel. The completed purlin is lightweight, high-strength and resistant to strong winds. In addition, roof work such as roofing work is easy.
【図1】本発明の格子梁構造の要部平面図である。FIG. 1 is a plan view of a main part of a lattice beam structure according to the present invention.
【図2】同部の側面図である。FIG. 2 is a side view of the same part.
【図3】図1中A部拡大図である。FIG. 3 is an enlarged view of a portion A in FIG. 1;
【図4】図2中B部拡大図である。FIG. 4 is an enlarged view of a portion B in FIG. 2;
【図5】母屋工法を梁と筋違で行う従来の工法(右半分)
と、本発明の格子梁構造(左半分)の場合とを比較した
(a)は正面図、(b)は平面図である。Fig. 5: Conventional construction method using the main purlin method with beams and braces (right half)
And the case of the lattice beam structure of the present invention (left half)
(a) is a front view, (b) is a plan view.
1 梁部材接合板 2 起立プレート 3 梁部材 4 ねじ穴 5 水平断面T形のブラケット 6 ねじ穴 7 ボルトねじ 8 覆い板 DESCRIPTION OF SYMBOLS 1 Beam joining plate 2 Standing plate 3 Beam member 4 Screw hole 5 T-shaped bracket with horizontal cross section 6 Screw hole 7 Bolt screw 8 Cover plate
Claims (4)
レートを設け、該複数方向の起立プレートにそれぞれ梁
部材端部をねじ止めしてなる格子梁構造。1. A lattice beam structure in which an upright plate facing a plurality of directions is provided on a beam member joining plate, and ends of the beam members are screwed to the upright plates in the plurality of directions, respectively.
の該アングル材のコーナーを突き合わせて十字とした4
方向の起立プレートにそれぞれ梁部材端部をねじ止めし
てなる請求項1記載の格子梁構造。2. The upright plate is an angle member, and the corners of the two angle members are joined to form a cross.
2. The lattice beam structure according to claim 1, wherein the beam member ends are screwed to the upright plates in the directions.
材を梁部材接合板に対して偏角させて起立プレートへ固
定してなる請求項1又は2記載の格子梁構造。3. The lattice beam structure according to claim 1, wherein, when screwing the beam member end, the beam member is deflected relative to the beam member joining plate and fixed to the upright plate.
有する請求項1乃至3のいずれかに記載の格子梁構造。4. The lattice beam structure according to claim 1, further comprising a T-shaped bracket having a horizontal cross section at an end of the beam member.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2000147604A JP3305698B2 (en) | 2000-05-19 | 2000-05-19 | Purlin girder structure |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2000147604A JP3305698B2 (en) | 2000-05-19 | 2000-05-19 | Purlin girder structure |
Publications (2)
Publication Number | Publication Date |
---|---|
JP2001323557A true JP2001323557A (en) | 2001-11-22 |
JP3305698B2 JP3305698B2 (en) | 2002-07-24 |
Family
ID=18653765
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2000147604A Expired - Fee Related JP3305698B2 (en) | 2000-05-19 | 2000-05-19 | Purlin girder structure |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP3305698B2 (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
RU187901U1 (en) * | 2018-09-28 | 2019-03-21 | Общество с ограниченной ответственностью "Территория-Проект" | Circular mesh |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
CN104499576A (en) * | 2014-12-19 | 2015-04-08 | 苏州工业园区设计研究院股份有限公司 | Veneer hinged joint of grid of roof |
-
2000
- 2000-05-19 JP JP2000147604A patent/JP3305698B2/en not_active Expired - Fee Related
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
RU187901U1 (en) * | 2018-09-28 | 2019-03-21 | Общество с ограниченной ответственностью "Территория-Проект" | Circular mesh |
Also Published As
Publication number | Publication date |
---|---|
JP3305698B2 (en) | 2002-07-24 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
JP5271739B2 (en) | Rooftop structures and unit buildings | |
JP3305698B2 (en) | Purlin girder structure | |
EP0118820A2 (en) | Steel truss | |
JP2000129958A (en) | Tower-like structural body | |
EP0460004B1 (en) | Space frame and module for its construction | |
JPH08260607A (en) | Roof structure of unit type building | |
JP5301700B1 (en) | Attached units and unit buildings | |
JPH03208947A (en) | Roof unit | |
JP5320498B1 (en) | Attached units and unit buildings | |
JP2530705B2 (en) | Yard roof unit | |
KR100711425B1 (en) | Roof System with Wall Pannel | |
JP3174283B2 (en) | Composite beam and method of connecting composite beam to purlin | |
JP2008127902A (en) | Support fitting for roof panel, and support structure for roof panel | |
JP4825146B2 (en) | How to set up a temporary structure | |
JP2001152606A (en) | Roof-frame truss member | |
JP2016138400A (en) | Rafter connection unit and roof construction method with use of the same | |
JPH089896B2 (en) | House roof structure | |
JPH07238622A (en) | Framing method of roof truss and truss divided into three and ridge truss | |
JPH06306940A (en) | Steel framed multi-story building | |
JPH10169085A (en) | Frame structure of roof | |
JPH0326169Y2 (en) | ||
JPH0684652B2 (en) | House roof structure | |
JPS597456Y2 (en) | Pole-mounted roof construction | |
JP2000352117A (en) | Prefabricated unit building having outdoor floor | |
JPH04106250A (en) | Architectural structure body |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
TRDD | Decision of grant or rejection written | ||
R150 | Certificate of patent or registration of utility model |
Ref document number: 3305698 Country of ref document: JP Free format text: JAPANESE INTERMEDIATE CODE: R150 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20080510 Year of fee payment: 6 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20090510 Year of fee payment: 7 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20090510 Year of fee payment: 7 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20100510 Year of fee payment: 8 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20100510 Year of fee payment: 8 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20110510 Year of fee payment: 9 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20110510 Year of fee payment: 9 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20120510 Year of fee payment: 10 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
FPAY | Renewal fee payment (event date is renewal date of database) |
Free format text: PAYMENT UNTIL: 20130510 Year of fee payment: 11 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
LAPS | Cancellation because of no payment of annual fees |