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JPH0554545B2 - - Google Patents
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JPH0554545B2 - - Google Patents

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Publication number
JPH0554545B2
JPH0554545B2 JP62290117A JP29011787A JPH0554545B2 JP H0554545 B2 JPH0554545 B2 JP H0554545B2 JP 62290117 A JP62290117 A JP 62290117A JP 29011787 A JP29011787 A JP 29011787A JP H0554545 B2 JPH0554545 B2 JP H0554545B2
Authority
JP
Japan
Prior art keywords
members
diagonal
joint
fixing
string
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.)
Expired - Fee Related
Application number
JP62290117A
Other languages
Japanese (ja)
Other versions
JPH0224426A (en
Inventor
Yumio Morya
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
EMU AI EE KENCHIKU DEZAIN KENK
EMU AI EE KENCHIKU DEZAIN KENKYUSHO KK
Original Assignee
EMU AI EE KENCHIKU DEZAIN KENK
EMU AI EE KENCHIKU DEZAIN KENKYUSHO KK
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by EMU AI EE KENCHIKU DEZAIN KENK, EMU AI EE KENCHIKU DEZAIN KENKYUSHO KK filed Critical EMU AI EE KENCHIKU DEZAIN KENK
Priority to JP62290117A priority Critical patent/JPH0224426A/en
Publication of JPH0224426A publication Critical patent/JPH0224426A/en
Publication of JPH0554545B2 publication Critical patent/JPH0554545B2/ja
Granted legal-status Critical Current

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Description

【発明の詳細な説明】 [産業上の利用分野] 本発明は、各種の建造物に使用されるトラスに
関するものである。
DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a truss used in various buildings.

[従来の技術] 例えば、特開昭58−120936号公報に開示されて
いるように、縦横の弦材からなる上部格子及び下
部格子と、両格子における弦材の交点を相互に連
結する各交点ごとに分割された斜材とで構成さ
れ、これらの格子と斜材との結合部において、交
差する縦横の弦材間に4本の斜材を衝合状態に配
置して挟持させ、各斜材と縦横の弦材とを各斜材
に対応する4本のボルトで締着、固定してなるト
ラスは公知である。
[Prior Art] For example, as disclosed in Japanese Patent Application Laid-Open No. 120936/1982, an upper lattice and a lower lattice made of vertical and horizontal chords, and each intersection point that interconnects the intersections of the chords in both lattices. At the joint between these lattice and diagonal members, four diagonal members are arranged and sandwiched between the intersecting vertical and horizontal chord members, and each diagonal member is A truss in which a member and vertical and horizontal chord members are fastened and fixed using four bolts corresponding to each diagonal member is known.

しかしながら、上記従来のトラスは、縦横の弦
材間に斜材を直接挟持させた構成であるため、結
合部の中心においてこれらの弦材と斜材との軸心
がずれており、そのため、弦材と斜材とに軸線方
向の力が作用した場合、結合部においてモーメン
トが発生し、トラスが変形したり破損し易いとい
う欠点があつた。
However, since the above-mentioned conventional truss has a configuration in which diagonal members are directly sandwiched between vertical and horizontal chord members, the axes of these chord members and diagonal members are misaligned at the center of the joint. When a force in the axial direction is applied to the diagonal members, a moment is generated at the joint, and the truss is easily deformed or damaged.

また、弦材と斜材とを各結合部毎に4本のボル
トで締着、固定しなければならないため、締め付
け工数が多くなつて組立作業が面倒であるばかり
でなく、各ボルトを均等な力で締め付けるのが難
しく、作業性が悪いという欠点もあつた。しか
も、各ボルトに固定に必要な締付力を保持させる
ためには、ある程度太いボルトを使用しなければ
ならないが、ボルトを太くすると弦材及び斜材に
穿設するボルト穴を大きくしなければならないた
め、該弦材及び斜材の強度低下を来し易いという
問題もあつた。
In addition, since the string and diagonal members must be tightened and fixed using four bolts at each joint, not only does it take a lot of tightening man-hours and the assembly work is troublesome, but also the bolts must be tightened evenly. It also had the disadvantage of being difficult to tighten with force and poor workability. Furthermore, in order for each bolt to maintain the necessary tightening force for fixing, it is necessary to use bolts that are somewhat thick, but if the bolts are made thicker, the bolt holes drilled in the string and diagonal members must be made larger. Therefore, there was a problem in that the strength of the chord members and diagonal members was likely to decrease.

[発明が解決しようとする問題点] 本発明の課題は、縦横の弦材と斜材とを簡単且
つ強固に連結すると共に、その結合部において各
材の軸心のずれに基づくモーメントの発生を防止
することにある。
[Problems to be Solved by the Invention] An object of the present invention is to easily and firmly connect vertical and horizontal chord members and diagonal members, and to prevent the generation of moment due to misalignment of the axes of each member at the joint. The purpose is to prevent it.

[問題点を解決するための手段] 上記課題を解決するため、本発明のトラスは、
交点ごとに分割された縦横の弦材からなる上部格
子及び下部格子と、両格子における弦材の交点を
相互に連結する各交点ごとに分割された斜材とで
構成され、これらの格子と斜材との結合部におい
て、交差状態に位置する縦横の弦材と、同一面上
に衝合状態に位置する各斜材とを、各材の軸線を
結合部における中心線上の一点で交差させるため
のスペーサを介して重合し、これら弦材とスペー
サ及び斜材との重合体の上下両外面に座金を当接
して、これらの座金と弦材、スペーサ及び各斜材
を貫通する複数の連結孔にそれぞれ連結用軸棒を
挿通すると共に、結合部の中央の固定穴に上記軸
棒より大径の固定用ボルトを挿通してナツト締め
することにより、上記記座金と弦材、スペーサ及
び斜材を一体に締着、固定してなることを特徴と
するものである。
[Means for solving the problems] In order to solve the above problems, the truss of the present invention has the following features:
It consists of an upper lattice and a lower lattice consisting of vertical and horizontal chords divided at each intersection, and diagonal members divided at each intersection that interconnect the intersections of the chords in both lattices. In order to intersect the longitudinal and horizontal chord members that intersect each other and the diagonal members that abut each other on the same plane at a point on the center line of the joint at the joint with the member. A plurality of connecting holes are formed by abutting washers on both the upper and lower outer surfaces of the polymer of the string members, the spacer, and the diagonal members through the spacers, and penetrating the washers, the string members, the spacer, and each diagonal member. By inserting the connecting shaft into each of the holes, and inserting a fixing bolt with a larger diameter than the shaft into the fixing hole in the center of the joint and tightening the nut, the washer, string material, spacer, and diagonal material are attached. It is characterized by being fastened and fixed together.

[作用] 各弦材及び斜材に作用する軸線方向の作用力
は、結合部における中心線の一点に集中するた
め、該結合部にモーメントが発生せず、このモー
メントに基づくトラスの撚れや変形等が生じな
い。
[Operation] The axial acting force acting on each chord member and diagonal member is concentrated at one point on the center line of the joint, so no moment is generated at the joint, and the twisting and twisting of the truss based on this moment is prevented. No deformation etc. will occur.

また、弦材及び斜材を、それらを貫通する複数
の連結孔にそれぞれ連結用軸棒を挿通することに
より互いに係合させ、結合部の中央に挿通した大
径の固定用ボルトで締着、固定するようにしたの
で、固定のためのボルトの締め付け工数が少なく
てすみ、組立作業が簡単である。しかも、各連結
用軸棒には、弦材及び斜材を互いに係合させ得る
だけの強度があれば良く、各材を締着、固定する
場合のような大きな強度が要求されないため、該
連結用軸棒、延ては各材に形成される連結孔を小
さくすることができ、これにより、該連結孔の形
成による連結部の強度低下が抑えられる。
In addition, the string members and the diagonal members are engaged with each other by inserting connecting shaft rods into a plurality of connecting holes passing through them, and are tightened with a large diameter fixing bolt inserted through the center of the joint. Since it is fixed, the number of man-hours required for tightening bolts for fixing is reduced, and the assembly work is simple. Moreover, each connecting shaft rod only needs to have enough strength to engage the chord members and diagonal members with each other, and does not require as much strength as when tightening and fixing each member. The connecting holes formed in the shaft rod and each material can be made smaller, thereby suppressing a decrease in the strength of the connecting portion due to the formation of the connecting holes.

[実施例] 以下、本発明の実施例を図面に基づいて詳細に
説明する。
[Example] Hereinafter, an example of the present invention will be described in detail based on the drawings.

第1図及び第2図に示すトラスは、縦横の弦材
1a,1bからなる上部格子1と、同様に縦横の
弦材2a,2bからなる下部格子2と、これら両
格子1,2における弦材1a,1bの交点と弦材
2a,2bの交点とを相互に連結する斜材3とで
構成されており、これらの弦材1a,1b及び2
a,2bと斜材3とは、それぞれ交点ごとに分割
された長さに形成され、それらが各交点において
次に示すような方法によつて連結されている。
The truss shown in FIG. 1 and FIG. It is composed of a diagonal member 3 that interconnects the intersection of the chord members 1a, 1b and the intersection of the chord members 2a, 2b, and these chord members 1a, 1b and 2
a, 2b and diagonal member 3 are each formed into lengths divided at each intersection, and are connected at each intersection in the following manner.

即ち、第3図及び第4図は、上部格子1と斜材
3との結合部の構成を示すもので、パイプで構成
された縦横の弦材1a,1bと斜材3との端部に
は、それらを押し潰すことによつてそれぞれ扁平
な連結部4a,4b及び5が形成されており、弦
材1a,1bの連結部4a,4bには、その幅方
向に所定間隔で2つの連結孔6a,6bが穿設さ
れると共に、先端部中央に、結合部の中心に固定
孔を形成する円弧状の切欠7a,7bが切設さ
れ、山形に形成された斜材3の連結部5には、1
つの連結孔8が穿設されると共に、その先端部に
固定孔を形成する円弧状の切欠9が切設されてい
る。
That is, FIGS. 3 and 4 show the structure of the joint between the upper lattice 1 and the diagonal member 3. At the ends of the vertical and horizontal chord members 1a, 1b and the diagonal member 3, which are made of pipes, flat connecting parts 4a, 4b and 5 are formed by crushing them, respectively, and two connecting parts 4a, 4b of the string members 1a, 1b are formed at a predetermined interval in the width direction. The connecting portion 5 of the diagonal member 3 is formed into a chevron shape, with holes 6a and 6b being drilled, and arc-shaped notches 7a and 7b that form a fixing hole at the center of the joint portion are cut in the center of the tip. For, 1
Two connecting holes 8 are bored, and an arcuate notch 9 forming a fixing hole is cut at the tip thereof.

而して、上記縦方向の弦材1a,1aと横方向
の弦材1b,1bとは、それぞれ連結部4a,4
a及び4b,4bの先端部同士を互いに衝合させ
た状態で配置され、且つ2つの連結孔6a,6b
が互いに重なるように交差状態に重設されてお
り、その交差部には、スペーサ10を介して各斜
材3,3,……が互いに連結部5,5……を衝合
させた状態で同一面上に位置するように配設され
ている。
The vertical chord members 1a, 1a and the horizontal chord members 1b, 1b are connected to connecting portions 4a, 4, respectively.
a, 4b, and 4b are arranged with their tips abutting each other, and two connecting holes 6a, 6b are provided.
are laid out in an intersecting manner so as to overlap each other, and at the intersection, diagonal members 3, 3, . They are arranged so as to be located on the same plane.

上記スペーサ10は、弦材1b,1bの連結部
4b,4bに跨がるように当接する方形の座板1
0aと、各斜材3,3,……の連結部5,5,…
…に跨がるように当接する方形の座板10bと
を、それらの向きが互いに45度異なるように配置
して一体化し、それに、上記各材の連結孔に対応
する4つの連結孔11と固定穴に対応する1つの
固定穴12とを穿設したもので、該スペーサ10
を弦材1a,1bと斜材3との間に介在させるこ
とにより、第4図に示すように、縦横の弦材1
a,1b及び斜材3の軸線を結合部における中心
線l上の一点Pで交差させるようにし、而して、
これらの材に軸線方向の外力が作用した場合に、
それらの作用力を上記P点に集中させ、それによ
つて、該結合部におけるモーメントの発生を防止
するものである。
The spacer 10 is a rectangular seat plate 1 that abuts across the connecting parts 4b, 4b of the chord members 1b, 1b.
0a and the connection parts 5, 5,... of each diagonal member 3, 3,...
A rectangular seat plate 10b that abuts so as to straddle... is arranged and integrated so that their directions are different from each other by 45 degrees, and four connecting holes 11 corresponding to the connecting holes of each of the above materials are formed. One fixing hole 12 corresponding to the fixing hole is bored, and the spacer 10
are interposed between the chord members 1a, 1b and the diagonal member 3, as shown in
The axes of a, 1b and the diagonal member 3 are made to intersect at a point P on the center line l at the joint, and
When an external force in the axial direction is applied to these materials,
These acting forces are concentrated on the point P, thereby preventing the generation of moment at the joint.

上記弦材1a,1aにおける連結部4a,4a
の外面には、上記各連結孔に挿通する4本の小径
の連結用軸棒14と、結合部の中心に形成された
固定穴に挿通する1本の大径の固定用ボルト15
とを備えた方形の固定座金16が、これらの連結
部4a,4aに跨がるように配設され、また、斜
材3,3,……の連結部5,5,……の外面に
は、上記軸棒14に対応する4つの連結孔19と
固定用ボルト15に対応する固定穴20とを備え
た各軸棒に共通する方形をなす受座金18が、こ
れらの連結部5,5,……に跨がるように配設さ
れ、上記固定用ボルト15にナツト22を螺着す
ることにより、これらの座金16,18を介して
弦材1a,1bとスペーサ10および斜材3,
3,……とが締着、固定されている。
Connecting portions 4a, 4a in the chord materials 1a, 1a
On the outer surface, there are four small-diameter connecting shaft rods 14 that are inserted into each of the connecting holes, and one large-diameter fixing bolt 15 that is inserted into a fixing hole formed at the center of the joint.
A rectangular fixed washer 16 with A rectangular receiving washer 18 common to each shaft rod, which has four connecting holes 19 corresponding to the shaft rod 14 and a fixing hole 20 corresponding to the fixing bolt 15, is attached to these connecting portions 5, 5. ,... By screwing the nut 22 onto the fixing bolt 15, the string members 1a, 1b, the spacer 10 and the diagonal member 3, are connected via these washers 16, 18.
3.... are tightened and fixed.

上記固定座金16と各軸棒14及びボルト15
とは、それらを一体のものとして構成してもよい
が、それらを別体に構成し、固定座金16に設け
た孔に各軸棒及びボルトを挿通させたものでもよ
い。
The above fixed washer 16 and each shaft rod 14 and bolt 15
Although they may be constructed as one body, they may be constructed separately and each shaft rod and bolt may be inserted through holes provided in the fixed washer 16.

上記構成を有するトラスにおいて、第4図に示
すように、各弦材1a,1b及び斜材3に作用す
る軸線方向の作用力は、結合部における中心線l
上の一点Pに集中するため、該結合部にモーメン
トが発生しない。従つて、このモーメントに基づ
くトラスの撚れや変形等が発生しにくい。
In the truss having the above configuration, as shown in FIG.
Since it is concentrated at one point P on the top, no moment is generated at the joint. Therefore, twisting or deformation of the truss due to this moment is less likely to occur.

また、上記弦材1a,1b及び斜材3は、それ
らを貫通する軸棒14によつて連結されると共
に、該軸棒14とは別に各材1a,1b及び3を
貫通しないように設けた固定用ボルト15で締
着、固定されているから、上記各軸棒14には、
それ自体で各材を締着、固定する場合のような大
きな強度が要求されず、しかも、各弦材1a,1
bまたは斜材3に作用する作用力は、それらを貫
通する軸棒14から各軸棒が共通に貫通する座金
16,18及びスペーサ10を介して他の軸棒及
び材に均等に分散されて支持され、特定の軸棒及
び材のみに集中的に作用することがなく、従つ
て、該軸棒14、延ては各材1a,1b及び3の
連結部4a,4b及び5に形成される連結孔6
a,6b及び8を小さくすることができ、これに
より、該連結孔の形成による連結部の強度低下が
抑えられる。
Further, the chord members 1a, 1b and diagonal member 3 are connected by a shaft rod 14 that passes through them, and a shaft rod 14 is provided separately from the shaft rod 14 so as not to penetrate each member 1a, 1b, and 3. Since it is tightened and fixed with the fixing bolt 15, each shaft rod 14 has
Great strength is not required when tightening and fixing each string member by itself, and moreover, each string member 1a, 1
The acting force acting on b or diagonal member 3 is evenly distributed from the shaft rod 14 passing through them to other shaft rods and materials via washers 16, 18 and spacer 10, which each shaft rod commonly passes through. It is supported and does not act intensively only on a specific shaft rod and material, so that the shaft rod 14, and thus the connecting portions 4a, 4b and 5 of each material 1a, 1b and 3, are formed. Connection hole 6
a, 6b, and 8 can be made smaller, thereby suppressing a decrease in the strength of the connecting portion due to the formation of the connecting hole.

なお、上記連結用の軸棒14として、ボルトを
使用することもできる。この場合には、各材が主
として固定用ボルト15によつて締着、固定され
るため、これらの連結用軸棒としてのボルトに
は、それほど大きな締着力は要求されず、従つ
て、小径のボルトを使用することができる。
Note that a bolt can also be used as the connecting shaft 14. In this case, each member is primarily tightened and fixed by the fixing bolts 15, so the bolts serving as the connecting shafts are not required to have a very large tightening force, and therefore small-diameter bolts are not required. Bolts can be used.

また、下部格子2と斜材3との結合部の構成
は、上述した上部格子1と斜材3との結合部の構
成と実質的に同じであるから、重複を避ける意味
でその説明は省略する。
Furthermore, since the configuration of the joint between the lower lattice 2 and the diagonal members 3 is substantially the same as the configuration of the joint between the upper lattice 1 and the diagonal member 3 described above, a description thereof will be omitted to avoid duplication. do.

なお、トラスの周囲の結合部においては、弦材
及び斜材の数が上述した中間の結合部よりも少な
いが、弦材及び斜材の欠除している部分にそれら
の連結部と同形、同厚のスペーサを使用すること
により、上述した場合と同様にして結合すること
ができる。
Although the number of chord members and diagonal members in the joints around the truss is smaller than the number of chord members and diagonal members in the intermediate joints described above, the missing parts of the chord members and diagonal members have the same shape as those connecting parts, By using spacers of the same thickness, bonding can be achieved in the same manner as described above.

[発明の効果] このように、本発明によれば、次に列挙するよ
うな効果を期待することができる。
[Effects of the Invention] As described above, according to the present invention, the following effects can be expected.

(1) 縦横の弦材と斜材との間にスペーサを設ける
ことにより、結合部の中心においてこれらの弦
材と斜材との軸心を一致させるようにしたの
で、該結合部におけるモーメントの発生を防止
することができる。
(1) By providing spacers between the vertical and horizontal chord members and diagonal members, the axes of these chord members and diagonal members are aligned at the center of the joint, which reduces the moment at the joint. Occurrence can be prevented.

(2) 弦材及び斜材を、それらを貫通する複数の連
結孔にそれぞれ連結用軸棒を挿通することによ
り互いに係合させ、結合部の中央に挿通した大
径の固定用ボルトで締着、固定するようにした
ので、大きな締付力を必要とする固定のための
ボルトの締め付け工数が少なくてすみ、組立作
業が簡単である。
(2) The chord members and the diagonal members are engaged with each other by inserting connecting shaft rods into the plurality of connecting holes that pass through them, and then tightened with a large-diameter fixing bolt inserted through the center of the joint. Since it is fixed, the number of man-hours required for tightening bolts, which require a large tightening force, is reduced, and the assembly work is simple.

しかも、上記連結用軸棒には、弦材及び斜材
を互いに係合させ得るだけの強度があれば良
く、これらの材を締着、固定するための強度は
要求されないため、該軸棒を小径にすることが
でき、この結果、各材に穿設する連結孔を小さ
くすることができるため、該連結孔の形成によ
る各材の強度低下を防止するこことができる。
さらに、上記連結用軸棒をボルトで構成した場
合でも、該軸棒には固定のための大きな締付力
を必必要としないため、該軸棒がはずれない程
度の力で簡単に締着しておくだけで良く、しか
も、各軸棒の締付力を厳密に均等化する必要が
ないから、締付作業が簡単である。
In addition, the above-mentioned connecting shaft only needs to have enough strength to engage the chord members and diagonal members with each other, and is not required to have the strength to fasten and fix these materials. Since the diameter can be made small and, as a result, the connecting holes formed in each material can be made small, it is possible to prevent a decrease in the strength of each material due to the formation of the connecting holes.
Furthermore, even if the above-mentioned connecting shaft is made of bolts, the shaft does not require a large tightening force for fixing, so it can be easily tightened with just enough force to prevent the shaft from coming off. Moreover, since there is no need to strictly equalize the tightening force of each shaft rod, the tightening work is easy.

【図面の簡単な説明】[Brief explanation of the drawing]

第1図は本発明の一実施例の平面図、第2図は
その側面図、第3図は同要部拡大断面図、第4図
はその分解斜視図である。 1……上部格子、2……下部格子、1a,1
b,2a,2b……弦材、3……斜材、10……
スペーサ、14……軸棒、15……固定用ボル
ト、16,18……座金。
FIG. 1 is a plan view of an embodiment of the present invention, FIG. 2 is a side view thereof, FIG. 3 is an enlarged sectional view of the same essential part, and FIG. 4 is an exploded perspective view thereof. 1... Upper grid, 2... Lower grid, 1a, 1
b, 2a, 2b...chord material, 3...diagonal material, 10...
Spacer, 14... shaft rod, 15... fixing bolt, 16, 18... washer.

Claims (1)

【特許請求の範囲】[Claims] 1 交点ごとに分割された縦横の弦材からなる上
部格子及び下部格子と、両格子における弦材の交
点を相互に連結する各交点ごとに分割された斜材
とで構成され、これらの格子と斜材との結合部に
おいて、交差状態に位置する縦横の弦材と、同一
面上に衝合状態に位置する各斜材とを、各材の軸
線を結合部における中心線上の一点で交差させる
ためのスペーサを介して重合し、これら弦材とス
ペーサ及び斜材との重合体の上下両外面に座金を
当接して、これらの座金と弦材、スペーサ及び各
斜材を貫通する複数の連結孔にそれぞれ連結用軸
棒を挿通すると共に、結合部の中央の固定穴に上
記軸棒より大径の固定用ボルトを挿通してナツト
締めすることにより、上記座金と弦材、スペーサ
及び斜材を一体に締着、固定してなることを特徴
とするトラス。
1 Consists of an upper lattice and a lower lattice consisting of vertical and horizontal chords divided at each intersection, and diagonal members divided at each intersection that interconnect the intersections of the chords in both lattices, and these lattices and At the joint with the diagonal members, the vertical and horizontal chord members located in an intersecting state and each diagonal member located in abutting state on the same plane are made to intersect the axes of each member at a point on the center line at the joint part. A plurality of connections passing through these washers, the string members, the spacers, and each diagonal member are made by abutting washers on both the upper and lower outer surfaces of the polymer of the string members, spacers, and diagonal members. By inserting the connecting shaft rods into each hole, and inserting a fixing bolt with a larger diameter than the shaft rod into the fixing hole in the center of the joint and tightening the nuts, the washers, string members, spacers, and diagonal members are assembled. A truss characterized by being formed by tightening and fixing them together.
JP62290117A 1987-11-04 1987-11-17 Truss Granted JPH0224426A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP62290117A JPH0224426A (en) 1987-11-04 1987-11-17 Truss

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
JP27886687 1987-11-04
JP62-278866 1987-11-04
JP62290117A JPH0224426A (en) 1987-11-04 1987-11-17 Truss

Publications (2)

Publication Number Publication Date
JPH0224426A JPH0224426A (en) 1990-01-26
JPH0554545B2 true JPH0554545B2 (en) 1993-08-12

Family

ID=17603215

Family Applications (1)

Application Number Title Priority Date Filing Date
JP62290117A Granted JPH0224426A (en) 1987-11-04 1987-11-17 Truss

Country Status (1)

Country Link
JP (1) JPH0224426A (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN109487912A (en) * 2018-11-30 2019-03-19 北京市建筑工程研究院有限责任公司 A kind of construction method of super-span truss-string-structure

Also Published As

Publication number Publication date
JPH0224426A (en) 1990-01-26

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