JPH11343673A - Beam connecting structure and roof unit - Google Patents
Beam connecting structure and roof unitInfo
- Publication number
- JPH11343673A JPH11343673A JP15138298A JP15138298A JPH11343673A JP H11343673 A JPH11343673 A JP H11343673A JP 15138298 A JP15138298 A JP 15138298A JP 15138298 A JP15138298 A JP 15138298A JP H11343673 A JPH11343673 A JP H11343673A
- Authority
- JP
- Japan
- Prior art keywords
- intermediate plate
- roof
- butt
- beams
- roof beam
- 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.)
- Withdrawn
Links
Landscapes
- Butt Welding And Welding Of Specific Article (AREA)
- 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、梁接合構造及び屋
根ユニットに関する。[0001] The present invention relates to a beam joint structure and a roof unit.
【0002】[0002]
【従来の技術】従来、第1の梁の端部と第2の梁の端部
とをそれらの長手方向で突き合せて溶接する梁接合構造
として、特開平10-46678号公報に記載の如く、第1の梁
の端部と第2の梁の端部の間に中間プレートを設けると
ともに、第1の梁のフランジ部の端面と第2の梁のフラ
ンジ部の端面と中間プレートの上端面とで溶接材埋込み
用凹部を形成し、この凹部を埋める溶接材により第1と
第2の梁及び中間プレートの3者を接合するものがあ
る。2. Description of the Related Art Conventionally, as a beam joining structure in which an end of a first beam and an end of a second beam are butted in their longitudinal direction and welded, as described in Japanese Patent Application Laid-Open No. 10-46678. Providing an intermediate plate between the end of the first beam and the end of the second beam, the end surface of the flange portion of the first beam, the end surface of the flange portion of the second beam, and the upper end surface of the intermediate plate. There is a method in which a recess for embedding a welding material is formed by the above method, and the first and second beams and the intermediate plate are joined by a welding material filling the recess.
【0003】[0003]
【発明が解決しようする課題】然しながら、従来技術で
は、中間プレートの上端面の両側に第1と第2の梁のフ
ランジ部の端面を隅肉溶接した如くの溶接状態となり、
高い接合強度と剛性を確保することに困難がある。However, in the prior art, the welding state is such that the end faces of the flange portions of the first and second beams are fillet-welded to both sides of the upper end face of the intermediate plate.
It is difficult to ensure high bonding strength and rigidity.
【0004】本発明の課題は、第1と第2の梁の接合部
に高い溶接強度と剛性を確保することにある。[0004] It is an object of the present invention to ensure high welding strength and rigidity at the joint between the first and second beams.
【0005】また、本発明の課題は、屋根ユニットの梁
接合部に高い接合強度と剛性を確保することにある。Another object of the present invention is to ensure high joint strength and rigidity at a beam joint of a roof unit.
【0006】[0006]
【課題を解決するための手段】請求項1に記載の本発明
は、第1の梁の端部と第2の梁の端部とをそれらの長手
方向で突き合せて溶接してなる梁接合構造において、第
1の梁の端部と第2の梁の端部の間に、それらの端部の
輪郭より外方に張り出る中間プレートを介装し、この中
間プレートの両面に第1の梁の端部と第2の梁の端部の
それぞれを突き合せ溶接してなるようにしたものであ
る。According to the first aspect of the present invention, there is provided a beam joint formed by welding an end of a first beam and an end of a second beam in a longitudinal direction thereof. In the structure, an intermediate plate is provided between the end of the first beam and the end of the second beam, the intermediate plate projecting outward from the contour of the end, and the first plate is provided on both sides of the intermediate plate. The end of the beam and the end of the second beam are butt-welded.
【0007】請求項2に記載の本発明は、請求項1に記
載の本発明において更に、前記中間プレートの両面で、
第1の梁の端部の突き合せ溶接部と第2の梁の端部の突
き合せ溶接部のそれぞれの裏側に、ガス抜き間隙を介し
て、裏当てを設けてなるようにしたものである。According to a second aspect of the present invention, in the first aspect of the present invention, further, on both surfaces of the intermediate plate,
A backing is provided on each back side of the butt weld at the end of the first beam and the butt weld at the end of the second beam via a gas release gap. .
【0008】請求項3に記載の本発明は、請求項1又は
2に記載の本発明において更に、前記第1の梁と第2の
梁のそれぞれが中間プレートに交差して突き合される交
差角を互いに等しくしてなるようにしたものである。According to a third aspect of the present invention, in the first or second aspect of the present invention, each of the first beam and the second beam crosses and abuts an intermediate plate. The corners are made equal to each other.
【0009】請求項4に記載の本発明は、請求項1〜3
のいずれかに記載の梁接合構造により屋根梁同士を接合
してなる屋根ユニットである。The present invention described in claim 4 provides the present invention according to claims 1 to 3.
A roof unit in which roof beams are joined to each other by the beam joining structure according to any one of the above.
【0010】[0010]
【作用】請求項1の本発明によれば、下記の作用があ
る。 第1と第2の梁の端部を中間プレートの両面に突き合
せ溶接するに際し、中間プレートの外縁部が第1と第2
の梁の端部の輪郭より外方に張り出ている。これによ
り、第1の梁の端部を中間プレートの一方の面に突き合
せ溶接した際の溶接盛りと、第2の梁の端部を中間プレ
ートの他方の面に突き合せ溶接した際の溶接盛りとが中
間プレートで隔てられて互いに影響することがない。即
ち、第1の梁の端部を中間プレートの一方の面に突き合
せ溶接した際の溶接盛りが、続いて中間プレートの他方
の面に溶接される第2の梁の端部の溶接部に悪影響を及
ぼすことがない。従って、第1と第2の梁の接合部の溶
接品質を向上し、この接合部に高い接合強度と剛性を確
保できる。According to the first aspect of the present invention, the following operations are provided. When the ends of the first and second beams are butt-welded to both surfaces of the intermediate plate, the outer edges of the intermediate plate are first and second.
Projecting outward from the contour of the end of the beam. Thereby, welding when the end of the first beam is butt-welded to one surface of the intermediate plate, and welding when the end of the second beam is butt-welded to the other surface of the intermediate plate. The piles are separated by an intermediate plate and do not affect each other. That is, the weld build-up when the end of the first beam is butt-welded to one surface of the intermediate plate is applied to the weld at the end of the second beam which is subsequently welded to the other surface of the intermediate plate. There is no adverse effect. Therefore, the welding quality of the joint between the first and second beams can be improved, and high joining strength and rigidity can be secured at this joint.
【0011】請求項2の本発明によれば、下記の作用
がある。 中間プレートの両面で、第1の梁の端部の突き合せ溶
接部と第2の梁の端部の突き合せ溶接部のそれぞれの裏
側に、ガス抜き間隙を介して、裏当てを設けた。従っ
て、第1と第2の梁を中間プレートに溶接した際の溶接
だれを防止できる。According to the second aspect of the present invention, the following operations are provided. A backing was provided on both sides of the intermediate plate, behind the butt weld at the end of the first beam and the butt weld at the end of the second beam, with a gas vent gap therebetween. Therefore, it is possible to prevent dripping when the first and second beams are welded to the intermediate plate.
【0012】請求項3の本発明によれば、下記の作用
がある。 第1の梁と第2の梁のそれぞれが中間プレートに交差
して突き合される交差角を互いに等しくした。従って、
第1と第2の梁の接合部に作用する応力が、第1と第2
の梁にバランスよく伝わり、この接合部における破壊、
変形の発生を防止できる。According to the third aspect of the present invention, the following operations are provided. The intersection angles at which the first beam and the second beam intersect and abut on the intermediate plate are equal to each other. Therefore,
The stress acting on the joint between the first and second beams is the first and second beams.
Transmitted to the beam in a balanced manner,
Deformation can be prevented.
【0013】請求項4の本発明によれば、下記の作用
がある。 屋根ユニットの屋根梁の接合部で上記〜を実現で
きる。According to the present invention, the following operation is provided. The above can be realized at the joint of the roof beams of the roof unit.
【0014】[0014]
【発明の実施の形態】図1は第1実施形態の屋根ユニッ
トを示す模式図、図2は屋根梁と中間プレートを示す模
式図、図3は屋根梁の突き合せ溶接部を示す模式図、図
4は屋根梁の突き合せ溶接治具を示す模式図、図5は第
2実施形態の屋根ユニットを示す模式図、図6は屋根梁
の突き合せ溶接部を示す模式図、図7は第3実施形態の
屋根梁の突き合せ溶接部を示す模式図である。FIG. 1 is a schematic view showing a roof unit according to a first embodiment, FIG. 2 is a schematic view showing a roof beam and an intermediate plate, FIG. 3 is a schematic view showing a butt weld of a roof beam, FIG. 4 is a schematic diagram showing a butt welding jig for a roof beam, FIG. 5 is a schematic diagram showing a roof unit of a second embodiment, FIG. 6 is a schematic diagram showing a butt welding portion of a roof beam, and FIG. It is a schematic diagram which shows the butt welding part of the roof beam of 3rd Embodiment.
【0015】(第1実施形態)(図1〜図4) 図1(A)は複数の屋根ユニット11A、11B…から
なる屋根10を示すものであり、図1(B)は屋根10
を構成している1つの屋根ユニット11Aを示すもので
ある。屋根ユニット11Aは、複数の屋根梁の接合体で
あり、例えば傾斜状の第1屋根梁21の端部と、傾斜状
の第2屋根梁22の端部とをそれらの長手方向で突き合
せて溶接してなるものである。(First Embodiment) (FIGS. 1 to 4) FIG. 1A shows a roof 10 composed of a plurality of roof units 11A, 11B,.
1 shows one roof unit 11A. The roof unit 11A is a joined body of a plurality of roof beams. For example, the end of the first sloped roof beam 21 and the end of the second sloped roof beam 22 are butted in their longitudinal directions. It is made by welding.
【0016】第1屋根梁21と第2屋根梁22とは、図
2、図3に示す如く、それらの端部の間に、それらの端
部の輪郭より上下外方に張り出る中間プレート23を介
装し、この中間プレート23の両面に第1屋根梁21の
端部と第2屋根梁22の端部のそれぞれを該中間プレー
ト23に対する突き合せ部の外周部から突き合せ溶接し
てなるものである。尚、突き合せ溶接後、第1屋根梁2
1の端部と第2屋根梁22の端部より上下外方へ張り出
る中間プレート23の張り出し長さaは上下それぞれ約
5mmであることが好ましい(図2(B))。そして、中
間プレート23の両面には、第1屋根梁21の端部の突
き合せ溶接部と、第2屋根梁22の端部の突き合せ溶接
部のそれぞれの裏側に、ガス抜き間隙bを介して、裏当
て24が設けられる。尚、該ガス抜き間隔bは約 2mm設
けることが好ましい(図2(B))。As shown in FIGS. 2 and 3, the first roof beam 21 and the second roof beam 22 are provided between the ends thereof with an intermediate plate 23 projecting upward and downward from the contour of the ends. The end of the first roof beam 21 and the end of the second roof beam 22 are butt-welded to both surfaces of the intermediate plate 23 from the outer peripheral portion of the butt portion to the intermediate plate 23. Things. After butt welding, the first roof beam 2
The projecting length a of the intermediate plate 23 projecting vertically and outward from the end of the first roof beam 22 and the end of the second roof beam 22 is approximately up and down respectively.
It is preferably 5 mm (FIG. 2B). And, on both sides of the intermediate plate 23, a butt weld at the end of the first roof beam 21 and a back side of the butt weld at the end of the second roof beam 22, with the gas vent gap b interposed therebetween. Thus, a backing 24 is provided. Preferably, the degassing interval b is about 2 mm (FIG. 2B).
【0017】また、第1屋根梁21と第2屋根梁22
は、中間プレート23に交差して突き合わされる交差角
θ1、θ2(図2(B))を互いに等しく設定される。The first roof beam 21 and the second roof beam 22
Are set such that the intersection angles θ1 and θ2 (FIG. 2B) crossing and abutting on the intermediate plate 23 are equal to each other.
【0018】然るに、第1屋根梁21と第2屋根梁22
とは、図4に示す溶接治具台30を用いて以下の如くに
溶接される。 (1) 溶接治具台30の第1支持部31と第2支持部32
のそれぞれに第1屋根梁21と第2屋根梁22のそれぞ
れを保持する。このとき、第1屋根梁21と第2屋根梁
22の間に中間プレート23を配置する。However, the first roof beam 21 and the second roof beam 22
Is welded as follows using the welding jig base 30 shown in FIG. (1) First support portion 31 and second support portion 32 of welding jig base 30
Hold the first roof beam 21 and the second roof beam 22 respectively. At this time, the intermediate plate 23 is arranged between the first roof beam 21 and the second roof beam 22.
【0019】(2) 上記(1) において、第1屋根梁21と
第2屋根梁22のそれぞれと中間プレート23とは、溶
接が裏側まで十分に溶け込みできるように、第1屋根梁
21と第2屋根梁22の母材厚みに応じた適度なルート
間隙を開けて配置され、固定される。(2) In the above (1), each of the first roof beam 21 and the second roof beam 22 and the intermediate plate 23 are connected to the first roof beam 21 and the second roof beam 21 so that the welding can sufficiently penetrate to the back side. (2) The roof beams 22 are arranged and fixed with an appropriate route gap corresponding to the base material thickness of the roof beams 22.
【0020】(3) 第1屋根梁21と第2屋根梁22のそ
れぞれを中間プレート23に対する突き合せ部の外周部
に沿って、突き合せ溶接する。(3) The first roof beam 21 and the second roof beam 22 are butt-welded along the outer periphery of the butt portion to the intermediate plate 23.
【0021】従って、本実施形態によれば、以下の作用
がある。 第1と第2の屋根梁21、22の端部を中間プレート
23の両面に突き合せ溶接するに際し、中間プレート2
3の外縁部が第1と第2の屋根梁21、22の端部の輪
郭より外方に張り出ている。これにより、第1屋根梁2
1の端部を中間プレート23の一方の面に突き合せ溶接
した際の溶接盛りと、第2屋根梁22の端部を中間プレ
ート23の他方の面に突き合せ溶接した際の溶接盛りと
が中間プレート23で隔てられて互いに影響することが
ない。即ち、第1屋根梁21の端部を中間プレート23
の一方の面に突き合せ溶接した際の溶接盛りが、続いて
中間プレート23の他方の面に溶接される第2屋根梁2
2の端部の溶接部に悪影響を及ぼすことがない。従っ
て、第1と第2の屋根梁21、22の接合部の溶接品質
を向上し、この接合部に高い接合強度と剛性を確保でき
る。Therefore, according to the present embodiment, the following operations are provided. When the ends of the first and second roof beams 21 and 22 are butt-welded to both surfaces of the intermediate plate 23, the intermediate plate 2
3 has an outer edge projecting outward from the contours of the ends of the first and second roof beams 21 and 22. Thereby, the first roof beam 2
The weld height when the end of the first roof beam 22 is butt-welded to one surface of the intermediate plate 23 and the weld height when the end of the second roof beam 22 is butt-welded to the other surface of the intermediate plate 23. They are separated by the intermediate plate 23 and do not affect each other. That is, the end of the first roof beam 21 is
Of the second roof beam 2 which is welded to the other surface of the intermediate plate 23 when the butt welding is performed on one surface of the second roof plate 2
There is no adverse effect on the weld at the end of No. 2. Therefore, the welding quality at the joint between the first and second roof beams 21 and 22 can be improved, and high joint strength and rigidity can be secured at this joint.
【0022】中間プレート23の両面で、第1屋根梁
21の端部の突き合せ溶接部と第2屋根梁22の端部の
突き合せ溶接部のそれぞれの裏側に、ガス抜き間隙を介
して、裏当て24を設けた。従って、第1と第2の屋根
梁21、22を中間プレート23に溶接した際の溶接だ
れを防止できる。On both sides of the intermediate plate 23, the back side of the butt weld at the end of the first roof beam 21 and the butt weld at the end of the second roof beam 22, respectively, A backing 24 was provided. Therefore, it is possible to prevent dripping when the first and second roof beams 21 and 22 are welded to the intermediate plate 23.
【0023】第1屋根梁21と第2屋根梁22のそれ
ぞれが中間プレート23に交差して突き合される交差角
を互いに等しくした。従って、第1と第2の屋根梁2
1、22の接合部に作用する応力が、第1と第2の屋根
梁21、22にバランスよく伝わり、この接合部におけ
る破壊、変形の発生を防止できる。Each of the first roof beam 21 and the second roof beam 22 intersects and abuts on the intermediate plate 23 at the same intersection angle. Therefore, the first and second roof beams 2
The stress acting on the joints 1 and 22 is transmitted to the first and second roof beams 21 and 22 in a well-balanced manner, thereby preventing the joints from being broken or deformed.
【0024】屋根ユニット10の屋根梁21、22の
接合部で上記〜を実現できる。The above items (1) to (3) can be realized at the joint of the roof beams 21 and 22 of the roof unit 10.
【0025】(第2実施形態)(図5、図6) 第2実施形態は、屋根40を構成する複数の屋根ユニッ
ト41A、41B…のうちの1つの屋根ユニット41A
において、傾斜状の第1屋根梁51の端部と、水平状の
第2屋根梁52の端部とをそれらの長手方向で突き合せ
溶接したものである。(Second Embodiment) (FIGS. 5 and 6) In the second embodiment, one roof unit 41A of a plurality of roof units 41A, 41B,.
, The end of the inclined first roof beam 51 and the end of the horizontal second roof beam 52 are butt-welded in their longitudinal direction.
【0026】第1屋根梁51と第2屋根梁52も、第1
実施形態におけると同様に、それらの端部の間に、それ
らの端部の輪郭より外方に張り出る中間プレート53を
介装し、この中間プレート53の両面に第1屋根梁51
の端部と第2屋根梁52の端部のそれぞれを該中間プレ
ート53に対する突き合せ部の外周部から突き合せ溶接
してなるものである。そして、中間プレート53の両面
には、第1屋根梁51の端部の突き合せ溶接部と第2屋
根梁52の端部の突き合せ溶接部のそれぞれの裏側に、
ガス抜き間隙を介して、裏当て54が設けられる。The first roof beam 51 and the second roof beam 52 are also
As in the embodiment, an intermediate plate 53 projecting outward from the contour of the end is interposed between the ends, and the first roof beam 51 is provided on both sides of the intermediate plate 53.
And the end of the second roof beam 52 are butt-welded to the intermediate plate 53 from the outer periphery of the butt. And, on both sides of the intermediate plate 53, a butt weld at the end of the first roof beam 51 and a butt weld at the end of the second roof beam 52, respectively,
A backing 54 is provided through the gas vent gap.
【0027】また、第1屋根梁51と第2屋根梁52
は、中間プレート53に交差して突き合される交差角θ
1、θ2(図6(B))を互いに等しく設定される。A first roof beam 51 and a second roof beam 52
Is the intersection angle θ crossing and butting with the intermediate plate 53
1, θ2 (FIG. 6B) are set equal to each other.
【0028】然るに、第1屋根梁51と第2屋根梁52
とは、溶接治具台を用いて第1実施形態におけると同様
に溶接される。従って、第2実施形態においても、第1
実施形態と実質的に同様の作用がある。However, the first roof beam 51 and the second roof beam 52
Is welded using a welding jig base in the same manner as in the first embodiment. Therefore, also in the second embodiment, the first
The operation is substantially the same as that of the embodiment.
【0029】(第3実施形態)(図7) 第3実施形態が、第1実施形態と実質的に異なる点は、
中間プレート23に棟梁固定部23Aを設けたことにあ
る。即ち、中間プレート23(53も同じ)は、第1屋
根梁21と第2屋根梁22の突き合せ溶接に供されるだ
けでなく、棟梁との接合プレートの機能をも具備でき
る。(Third Embodiment) (FIG. 7) The third embodiment is substantially different from the first embodiment in that:
The intermediate plate 23 is provided with the ridge beam fixing portion 23A. That is, the intermediate plate 23 (53 is the same) is not only provided for butt welding of the first roof beam 21 and the second roof beam 22 but also has a function of a joint plate with the ridge beam.
【0030】以上、本発明の実施の形態を図面により詳
述したが、本発明の具体的な構成はこの実施の形態に限
られるものではなく、本発明の要旨を逸脱しない範囲の
設計の変更等があっても本発明に含まれる。例えば、本
発明の実施において、本発明の梁接合構造は、屋根ユニ
ットの構成梁に関して採用するものに限らず、建物ユニ
ットの構成梁に関しても採用できる。The embodiment of the present invention has been described in detail with reference to the drawings. However, the specific configuration of the present invention is not limited to this embodiment, and the design can be changed without departing from the scope of the present invention. The present invention is also included in the present invention. For example, in the embodiment of the present invention, the beam joining structure of the present invention is not limited to the one used for the constituent beams of the roof unit, and may be used for the constituent beams of the building unit.
【0031】[0031]
【発明の効果】以上のように本発明によれば、第1と第
2の梁の接合部に高い溶接強度と剛性を確保することが
できる。As described above, according to the present invention, high welding strength and rigidity can be ensured at the joint between the first and second beams.
【0032】また、本発明によれば、屋根ユニットの梁
接合部に高い接合強度と剛性を確保することができる。Further, according to the present invention, high joining strength and rigidity can be secured at the beam joining portion of the roof unit.
【図1】図1は第1実施形態の屋根ユニットを示す模式
図である。FIG. 1 is a schematic diagram illustrating a roof unit according to a first embodiment.
【図2】図2は屋根梁と中間プレートを示す模式図であ
る。FIG. 2 is a schematic view showing a roof beam and an intermediate plate.
【図3】図3は屋根梁の突き合せ溶接部を示す模式図で
ある。FIG. 3 is a schematic view showing a butt weld of a roof beam.
【図4】図4は屋根梁の突き合せ溶接治具を示す模式図
である。FIG. 4 is a schematic view showing a butt welding jig for a roof beam.
【図5】図5は第2実施形態の屋根ユニットを示す模式
図である。FIG. 5 is a schematic diagram illustrating a roof unit according to a second embodiment.
【図6】図6は屋根梁の突き合せ溶接部を示す模式図で
ある。FIG. 6 is a schematic view showing a butt weld of a roof beam.
【図7】図7は第3実施形態の屋根梁の突き合せ溶接部
を示す模式図である。FIG. 7 is a schematic view showing a butt weld of a roof beam according to a third embodiment.
11A、41A 屋根ユニット 21、51 第1屋根梁(第1の梁) 22、52 第2屋根梁(第2の梁) 23、53 中間プレート 24、54 裏当て b ガス抜き間隔 11A, 41A Roof unit 21, 51 First roof beam (first beam) 22, 52 Second roof beam (second beam) 23, 53 Intermediate plate 24, 54 Backing b Gas release interval
Claims (4)
れらの長手方向で突き合せて溶接してなる梁接合構造に
おいて、 第1の梁の端部と第2の梁の端部の間に、それらの端部
の輪郭より外方に張り出る中間プレートを介装し、この
中間プレートの両面に第1の梁の端部と第2の梁の端部
のそれぞれを突き合せ溶接してなることを特徴とする梁
接合構造。1. A beam joining structure in which an end portion of a first beam and an end portion of a second beam are welded by abutting each other in a longitudinal direction of the first beam and a second beam. Between the ends of the beams, intermediate plates projecting outwardly from the contours of the ends are interposed, with the ends of the first and second beams respectively on both sides of this intermediate plate. Beam joining structure characterized by butt welding.
端部の突き合せ溶接部と第2の梁の端部の突き合せ溶接
部のそれぞれの裏側に、ガス抜き間隙を介して、裏当て
を設けてなる請求項1記載の梁接合構造。2. On both sides of said intermediate plate, behind the butt weld at the end of the first beam and the butt weld at the end of the second beam, The beam joining structure according to claim 1, further comprising a backing.
間プレートに交差して突き合される交差角を互いに等し
くしてなる請求項1又は2記載の梁接合構造。3. The beam joint structure according to claim 1, wherein each of the first beam and the second beam has the same intersection angle at which the first beam and the second beam intersect and abut on the intermediate plate.
構造により屋根梁同士を接合してなる屋根ユニット。4. A roof unit comprising roof beams joined by the beam joining structure according to claim 1.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP15138298A JPH11343673A (en) | 1998-06-01 | 1998-06-01 | Beam connecting structure and roof unit |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP15138298A JPH11343673A (en) | 1998-06-01 | 1998-06-01 | Beam connecting structure and roof unit |
Publications (1)
Publication Number | Publication Date |
---|---|
JPH11343673A true JPH11343673A (en) | 1999-12-14 |
Family
ID=15517364
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP15138298A Withdrawn JPH11343673A (en) | 1998-06-01 | 1998-06-01 | Beam connecting structure and roof unit |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPH11343673A (en) |
-
1998
- 1998-06-01 JP JP15138298A patent/JPH11343673A/en not_active Withdrawn
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