JPH06167048A - Mounting structure of lattice beam - Google Patents
Mounting structure of lattice beamInfo
- Publication number
- JPH06167048A JPH06167048A JP31874592A JP31874592A JPH06167048A JP H06167048 A JPH06167048 A JP H06167048A JP 31874592 A JP31874592 A JP 31874592A JP 31874592 A JP31874592 A JP 31874592A JP H06167048 A JPH06167048 A JP H06167048A
- Authority
- JP
- Japan
- Prior art keywords
- plate
- lattice beam
- end plate
- chord member
- web
- 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
- 230000015572 biosynthetic process Effects 0.000 description 4
- 239000002184 metal Substances 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Landscapes
- Rod-Shaped Construction Members (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は、鉄骨建築におけるラチ
ス梁の取り付け構造に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a mounting structure for a lattice beam in a steel building.
【0002】[0002]
【従来の技術】ラチス梁3は一対の平行な上弦材4aと
下弦材4bとの間に斜めのウェブ材9を多数本全長に亘
って設けて形成してあると共にラチス梁3の端部にはウ
ェブプレート1を幅方向の中央に垂直に突設した端部プ
レート2を設けて形成してある。そして図4に示すよう
に、ラチス梁3の端部に設けた端部プレート2を柱7の
外面に接触させ、ボルト8a、8bによって端部プレー
ト2を柱7に固定することでラチス梁3を柱7に取り付
けることができるものである。そしてラチス梁3の下に
形成される天井の高さを高くするには、ラチス梁3の梁
成を小さくすることによって行われていた。2. Description of the Related Art A lattice beam 3 is formed by forming a large number of diagonal web members 9 between a pair of parallel upper chord members 4a and lower chord members 4b over the entire length and at the end of the lattice beam 3. Is formed by providing an end plate 2 formed by vertically projecting a web plate 1 at the center in the width direction. Then, as shown in FIG. 4, the end plate 2 provided at the end of the lattice beam 3 is brought into contact with the outer surface of the column 7, and the end plate 2 is fixed to the column 7 with bolts 8a and 8b. Can be attached to the pillar 7. The height of the ceiling formed below the lattice beam 3 is increased by reducing the beam size of the lattice beam 3.
【0003】[0003]
【発明が解決しようとする課題】しかしラチス梁3の梁
成を小さくすると端部プレート2の長手方向の長さも短
くなり、それに伴って上下のボルト8a、8bのピッチ
も狭くなり、柱7とラチス梁3の接合部の剛性が小さく
なっていた。本発明は上記の点に鑑みてなされたもので
あり、安価で柱とラチス梁の接合部の剛性を実用上問題
とならない程度に確保して天井の高さを高くできるラチ
ス梁の取り付け構造を提供することを目的とするもので
ある。However, if the lattice length of the lattice beam 3 is reduced, the length of the end plate 2 in the longitudinal direction also becomes shorter, and the pitch of the upper and lower bolts 8a and 8b becomes narrower accordingly, and the pillar 7 and The rigidity of the joint portion of the lattice beam 3 was low. The present invention has been made in view of the above points, and an attachment structure for a lattice beam that is inexpensive and can secure the rigidity of the joint portion between the column and the lattice beam to such an extent that it does not pose a practical problem and can increase the height of the ceiling. It is intended to be provided.
【0004】[0004]
【課題を解決するための手段】本発明に係るラチス梁の
取り付け構造は、板状のウェブプレート1を垂直に突設
して端部プレート2を形成し、上弦材4aと下弦材4b
の少なくとも一方の端部に設けた切欠部10にウェブプ
レート1を差し込んで上弦材4aと下弦材4bの端部に
端部プレート2を取り付けてラチス梁3を形成し、切欠
部10を設けた上弦材4aあるいは下弦材4bの上下方
向の外側に端部プレート2とウェブプレート1を突出さ
せて固定片6とリブ部5をそれぞれ形成し、固定片6を
柱7にボルト8で固定して成ることを特徴とするもので
ある。A lattice beam mounting structure according to the present invention has a plate-shaped web plate 1 vertically protruding to form an end plate 2, and an upper chord member 4a and a lower chord member 4b.
Of the upper chord member 4a and the lower chord member 4b to attach the end plate 2 to the lattice beam 3 to form the lattice beam 3, and the notch portion 10 was provided. The end plate 2 and the web plate 1 are projected outside the upper chord member 4a or the lower chord member 4b in the vertical direction to form the fixing pieces 6 and the rib portions 5, respectively, and the fixing pieces 6 are fixed to the columns 7 with bolts 8. It is characterized by being formed.
【0005】[0005]
【作用】板状のウェブプレート1を垂直に突設して端部
プレート2を形成し、上弦材4aと下弦材4bの少なく
とも一方の端部に設けた切欠部10にウェブプレート1
を差し込んで上弦材4aと下弦材4bの端部に端部プレ
ート2を取り付けてラチス梁3を形成し、切欠部10を
設けた上弦材4aあるいは下弦材4bの上下方向の外側
に端部プレート2とウェブプレート1を突出させて固定
片6とリブ部5をそれぞれ形成し、固定片6を柱7にボ
ルト8で固定したので、梁成を小さくしても固定片6を
柱7に固定したボルト8bと端部プレート2を柱7に固
定した他のボルト8aのピッチがあまり狭くならないよ
うにすることができる。また弦材4の外側に突出したリ
ブ部5によってラチス梁3を支持することができる。The plate-shaped web plate 1 is vertically projected to form the end plate 2, and the web plate 1 is formed in the notch 10 provided at the end of at least one of the upper chord member 4a and the lower chord member 4b.
End plate 2 is attached to the ends of the upper chord member 4a and the lower chord member 4b to form a lattice beam 3, and the end plate is formed on the outer side in the vertical direction of the upper chord member 4a or the lower chord member 4b provided with the notch 10. 2 and the web plate 1 are projected to form the fixing pieces 6 and the rib portions 5, respectively, and the fixing pieces 6 are fixed to the pillars 7 with the bolts 8. Therefore, even if the beam formation is reduced, the fixing pieces 6 are fixed to the pillars 7. The pitch of the bolt 8b and the other bolt 8a that fixes the end plate 2 to the pillar 7 can be prevented from becoming too narrow. Further, the lattice beam 3 can be supported by the rib portion 5 protruding to the outside of the chord member 4.
【0006】[0006]
【実施例】以下本発明を実施例によって詳述する。図2
には本発明の一実施例が示してある。ラチス梁3は一対
の平行な上弦材4aと下弦材4bとの間にウェブ材(図
示省略)を全長に亘って設けてあると共にラチス梁3の
端部にはウェブプレート1を垂直に突設した端部プレー
ト2を設けて形成してある。端部プレート2は金属板等
で形成してあり、その幅方向の中央には上下に亘って金
属板等で形成されるウェブプレート1を垂直に突設して
ある。そして端部プレート2にはラチス梁3の下弦材4
bよりも下方に突出した固定片6が一体に設けてあると
共にウェブプレート1には下弦材4bの端部に設けた切
欠部10から下弦材4bの下側に突出したリブ部5が一
体に設けてある。また端部プレート2の上部と端部プレ
ート2の固定片6にはウェブプレート1をはさんで左右
対称にボルト孔11が設けてある。EXAMPLES The present invention will be described in detail below with reference to examples. Figure 2
Shows an embodiment of the present invention. The lattice beam 3 is provided with a web member (not shown) between a pair of parallel upper chord members 4a and lower chord members 4b over the entire length thereof, and a web plate 1 is vertically projected from the end portion of the lattice beam 3. It is formed by providing the end plate 2 which is formed. The end plate 2 is formed of a metal plate or the like, and a web plate 1 formed of a metal plate or the like is vertically provided so as to vertically extend at the center in the width direction thereof. The lower chord member 4 of the lattice beam 3 is attached to the end plate 2.
A fixing piece 6 projecting downward from b is integrally provided, and the web plate 1 is integrally provided with a rib portion 5 projecting below the lower chord member 4b from a notch portion 10 provided at an end of the lower chord member 4b. It is provided. Further, bolt holes 11 are provided symmetrically across the web plate 1 between the upper portion of the end plate 2 and the fixing piece 6 of the end plate 2.
【0007】そして図1(a)、(b)に示すようにラ
チス梁3の端部に取り付けた端部プレート2を柱7の外
面に接触させ、端部プレート2の上部と固定片6に設け
たボルト孔11にボルト8a、8bをそれぞれ差し込ん
で柱7に螺合するよってラチス梁3を柱7に取り付ける
ことができるものである。このラチス梁3は梁成を小さ
くしたにもかかわらず、端部プレート2の上部のボルト
8aと固定片6を取り付けたとボルト8bのピッチが、
図4に示す通常の取り付け方をしたラチス梁3の上下の
ボルト8a、8bのピッチとほぼ同じピッチを得ること
ができる。またラチス梁3の下弦材4aの下側に突出し
たウェブプレート1のリブ部5でラチス梁3を支持する
ことができる。よって従来のラチス梁3と柱7の剛性の
2/3程度の剛性が得られるものである。Then, as shown in FIGS. 1 (a) and 1 (b), the end plate 2 attached to the end of the lattice beam 3 is brought into contact with the outer surface of the column 7 so that the upper portion of the end plate 2 and the fixing piece 6 are fixed. The lattice beams 3 can be attached to the pillar 7 by inserting the bolts 8a and 8b into the provided bolt holes 11 and screwing the bolts 8a and 8b into the pillar 7. Although the lattice beam 3 has a small beam formation, the pitch of the bolts 8b when the bolts 8a on the upper portion of the end plate 2 and the fixing pieces 6 are attached is
It is possible to obtain a pitch substantially the same as the pitch of the upper and lower bolts 8a and 8b of the lattice beam 3 which is normally attached as shown in FIG. Further, the lattice beam 3 can be supported by the rib portion 5 of the web plate 1 which projects below the lower chord member 4a of the lattice beam 3. Therefore, the rigidity of about 2/3 of the rigidity of the conventional lattice beam 3 and the pillar 7 can be obtained.
【0008】図3には他の実施例が示してある。この実
施例においては上弦材4aと下弦材4bの両方の端部に
切欠部10が設けてあり、上弦材4aの上側に端部プレ
ート2を延設した上固定片6aとウェブプレート1を延
設した上リブ部5aとが突出して形成してあると共に下
弦材4bの下側に端部プレート2を延設した下固定片6
bとウェブプレート1を延設した下リブ部5bとが突出
して形成してある。そして上固定片6aには上リブ部5
aをはさんで左右対称にボルト孔11が設けてあると共
に下固定片6bには下リブ部5bをはさんで左右対称に
ボルト孔11が設けてある。このラチス梁3を柱7へ取
り付けるには端部プレート2を柱7の外面に接触させ、
上下固定片6a、6bのボルト孔11にボルト8a、8
bを差し込んで柱7に螺合することによって行うもので
ある。FIG. 3 shows another embodiment. In this embodiment, notches 10 are provided at both ends of the upper chord member 4a and the lower chord member 4b, and the upper fixing piece 6a having the end plate 2 extending above the upper chord member 4a and the web plate 1 extend. A lower fixing piece 6 having an upper rib portion 5a provided so as to project and an end plate 2 extending below the lower chord member 4b.
b and a lower rib portion 5b extending from the web plate 1 are formed to project. Then, the upper rib 5 is provided on the upper fixing piece 6a.
Bolt holes 11 are provided symmetrically with respect to a, and bolt holes 11 are provided symmetrically with respect to the lower fixing piece 6b with respect to the lower rib portion 5b. To attach the lattice beam 3 to the pillar 7, the end plate 2 is brought into contact with the outer surface of the pillar 7,
Bolts 8a, 8 are provided in the bolt holes 11 of the upper and lower fixing pieces 6a, 6b.
This is done by inserting b and screwing it into the pillar 7.
【0009】この実施例においてはラチス梁3は梁成を
小さくしたにもかかわらず、ボルト8a、8bのピッチ
が、図4に示す通常の取り付け方をしたラチス梁3の上
下のボルト8a、8bのピッチとほぼ同じピッチを得る
ことができる。また上下リブ部5a、5bによってラチ
ス梁3を支持することができる。よって従来の技術で取
り付けたラチス梁3と柱7の剛性と同程度の剛性が得ら
れるものである。In this embodiment, although the lattice beam 3 has a small beam formation, the pitch of the bolts 8a and 8b is the upper and lower bolts 8a and 8b of the lattice beam 3 which is normally attached as shown in FIG. It is possible to obtain a pitch that is almost the same as the pitch. Further, the lattice beam 3 can be supported by the upper and lower rib portions 5a and 5b. Therefore, the same rigidity as that of the lattice beam 3 and the pillar 7 mounted by the conventional technique can be obtained.
【0010】[0010]
【発明の効果】上記のように本発明は、板状のウェブプ
レートを垂直に突設して端部プレートを形成し、上弦材
と下弦材の少なくとも一方の端部に設けた切欠部にウェ
ブプレートを差し込んで上弦材と下弦材の端部に端部プ
レートを取り付けてラチス梁を形成し、切欠部を設けた
上弦材あるいは下弦材の上下方向の外側に端部プレート
とウェブプレートを突出させて固定片とリブ部をそれぞ
れ形成し、固定片を柱にボルトで固定したので、ラチス
梁の梁成を小さくしても固定片を柱に固定したボルトと
端部プレートを柱に固定した他のボルトのピッチがあま
り狭くならないようにすることができ、また弦材の外側
に突出したリブ部によってラチス梁を支持することがで
き、安価で柱とラチス梁の接合部の剛性を実用上問題と
ならない程度に確保しつつ梁成を小さくして天井の高さ
を高くすることができるものである。As described above, according to the present invention, the plate-shaped web plate is vertically projected to form the end plate, and the web is formed in the notch formed in at least one end of the upper chord member and the lower chord member. Insert the plate and attach the end plates to the ends of the upper and lower chords to form a lattice beam, and project the end plate and the web plate to the outer side of the upper and lower chords with notches in the vertical direction. Since the fixing pieces and ribs were respectively formed by fixing the fixing pieces to the pillars with bolts, the bolts that fixed the fixing pieces to the pillars and the end plates were fixed to the pillars even if the lattice formation of the lattice beam was reduced. The pitch of the bolts can be prevented from becoming too narrow, and the ribs that project to the outside of the chord can support the lattice beam, making the rigidity of the joint between the column and the lattice beam a practical problem. Probably not to be It is capable of increasing the ceiling height by reducing the RyoNaru while.
【図1】本発明の一実施例の(a)は側面図、(b)は
一部断面の下面図である。FIG. 1A is a side view and FIG. 1B is a bottom view of a partial cross section of an embodiment of the present invention.
【図2】同上のラチス梁の斜視図である。FIG. 2 is a perspective view of the lattice beam of the same.
【図3】同上の他の実施例の(a)は側面図、(b)は
一部断面の上面図である。3A is a side view and FIG. 3B is a partial cross-sectional top view of another embodiment of the same.
【図4】従来例の側面図である。FIG. 4 is a side view of a conventional example.
1 ウェブプレート 2 端部プレート 3 ラチス梁 4a 上弦材 4b 下弦材 5 リブ部 6 固定片 7 柱 8 ボルト 10 切欠部 1 web plate 2 end plate 3 lattice beam 4a upper chord member 4b lower chord member 5 rib portion 6 fixing piece 7 pillar 8 bolt 10 notch portion
Claims (1)
端部プレートを形成し、上弦材と下弦材の少なくとも一
方の端部に設けた切欠部にウェブプレートを差し込んで
上弦材と下弦材の端部に端部プレートを取り付けてラチ
ス梁を形成し、切欠部を設けた上弦材あるいは下弦材の
上下方向の外側に端部プレートとウェブプレートを突出
させて固定片とリブ部をそれぞれ形成し、固定片を柱に
ボルトで固定して成るラチス梁の取り付け構造。1. A plate-shaped web plate is vertically projected to form an end plate, and the web plate is inserted into a notch formed in at least one end of the upper chord member and the lower chord member to insert the upper chord member and the lower chord member. Attach the end plate to the end of the material to form a lattice beam, and project the end plate and web plate to the outside of the upper chord material or lower chord material with cutouts in the vertical direction to fix the fixing piece and the rib part, respectively. Lattice beam mounting structure that is formed by fixing the fixing pieces to the pillars with bolts.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP31874592A JPH06167048A (en) | 1992-11-27 | 1992-11-27 | Mounting structure of lattice beam |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP31874592A JPH06167048A (en) | 1992-11-27 | 1992-11-27 | Mounting structure of lattice beam |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH06167048A true JPH06167048A (en) | 1994-06-14 |
Family
ID=18102473
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP31874592A Pending JPH06167048A (en) | 1992-11-27 | 1992-11-27 | Mounting structure of lattice beam |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH06167048A (en) |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS511332A (en) * | 1974-05-24 | 1976-01-08 | Alcan Res & Dev | |
JPH0367171A (en) * | 1989-05-08 | 1991-03-22 | Biotrack Inc | multi-analyzer |
-
1992
- 1992-11-27 JP JP31874592A patent/JPH06167048A/en active Pending
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS511332A (en) * | 1974-05-24 | 1976-01-08 | Alcan Res & Dev | |
JPH0367171A (en) * | 1989-05-08 | 1991-03-22 | Biotrack Inc | multi-analyzer |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
JPH06167048A (en) | Mounting structure of lattice beam | |
JP3327741B2 (en) | Mounting structure for snow-retaining rods in flat enclosure | |
JPH07107252B2 (en) | Cable-stayed bridge | |
JPH0732701Y2 (en) | Ceiling structure for folded roof | |
KR940008309B1 (en) | Structure for supporting roof | |
JP2565404B2 (en) | Frame structure | |
JPS5922812Y2 (en) | Frame in prefabricated wall | |
JP2790974B2 (en) | Roof panel / brace mounting bracket | |
JPH033472Y2 (en) | ||
JPS637638Y2 (en) | ||
JPH0751536Y2 (en) | Ceiling structure | |
JPS6036653Y2 (en) | Slope ceiling board support structure | |
JP2869743B2 (en) | Curved roof panel | |
JPH0932102A (en) | Structure of frame body for overhang part | |
JP2987400B2 (en) | Floor support device | |
JP2565403B2 (en) | Frame structure | |
JPS6220345B2 (en) | ||
JPH0885544A (en) | Transportation container made of steel board | |
JPS63802Y2 (en) | ||
JPH0742302A (en) | Latticed girder | |
JP2608072B2 (en) | Double enclosure | |
JPH08199724A (en) | Truss fitting structure | |
JPS627785Y2 (en) | ||
JP2521072Y2 (en) | Ceiling structure | |
JPH07286394A (en) | Roof panel installation structure |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
A02 | Decision of refusal |
Free format text: JAPANESE INTERMEDIATE CODE: A02 Effective date: 19960319 |