JPH0329921B2 - - Google Patents

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Publication number
JPH0329921B2
JPH0329921B2 JP58126572A JP12657283A JPH0329921B2 JP H0329921 B2 JPH0329921 B2 JP H0329921B2 JP 58126572 A JP58126572 A JP 58126572A JP 12657283 A JP12657283 A JP 12657283A JP H0329921 B2 JPH0329921 B2 JP H0329921B2
Authority
JP
Japan
Prior art keywords
members
pair
frame unit
bolt
view
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 - Lifetime
Application number
JP58126572A
Other languages
Japanese (ja)
Other versions
JPS6019802A (en
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 filed Critical
Priority to JP12657283A priority Critical patent/JPS6019802A/en
Publication of JPS6019802A publication Critical patent/JPS6019802A/en
Publication of JPH0329921B2 publication Critical patent/JPH0329921B2/ja
Granted legal-status Critical Current

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  • Bridges Or Land Bridges (AREA)

Description

【発明の詳細な説明】 本発明は、骨組ユニツトの連結構造に関する。[Detailed description of the invention] The present invention relates to a connection structure for frame units.

従来から橋梁を組立るにあたつては、部材を溶
接または高力ボルトなどによつて相互に連結して
いる。したがつて組立作業に時間がかかり、この
ことは特に工事現場などにおいて応急橋を構築す
る場合に問題となる。
Conventionally, when assembling a bridge, members are interconnected by welding or high-strength bolts. Therefore, assembly work takes time, which is a problem especially when constructing an emergency bridge at a construction site.

本発明の目的は、現場における構造物の構築作
業を能率よく行なうことができるようにした骨組
ユニツトの連結構造を提供することである。
SUMMARY OF THE INVENTION An object of the present invention is to provide a frame unit connection structure that allows for efficient construction of structures on site.

また本発明の他の目的は、応力集中が発生しな
いようにして強度を向上した骨組ユニツトの連結
構造を提供することである。
Another object of the present invention is to provide a connecting structure for frame units that has improved strength by preventing stress concentration from occurring.

本発明は、上下に間隔をあけて平行に配置され
る一対の鋼製の横部材3,4と、前記一対の横部
材3,4の軸線方向両端部に各横部材3,4に対
して垂直に連結される一対の縦部材5,6とを含
んで枠状骨組ユニツト1が構成され、 枠状骨組ユニツト1の端部には、厚み方向に間
隔をあけて対向する各対を成す連結材が固定さ
れ、隣接する骨組ユニツト1aの各連結材を厚み
方向に重ね、この重なつた連結材には共通な一直
線上にある軸線を有し、この軸方向内方寄りに先
細状の透孔が形成され、透孔には軸線方向内方寄
りに先細状の一対の内挿部材42,43がそれぞ
れ挿通され、少なくとも一端部に雄ねじを有する
ボルトがこの内挿部材42,43の内周面を挿通
し、一方の内挿部材42,43はボルトの一端部
に設けられたストツパ47,48によつて軸線方
向外方への変位が阻止され、他方の内挿部材4
3,42よりも軸線方向外方で前記雄ねじにスト
ツパ48,47が螺合されて前記他方内挿部材4
3,42を前記一方内挿部材42,43側に締付
けて隣接する各骨組ユニツト1,1aを相互に連
結し、 前記ボルトの軸部49には、周方向に間隔をあ
けてねじ山50が形成されることを特徴とする骨
組ユニツトの連結構造である。
The present invention provides a pair of horizontal members 3, 4 made of steel that are arranged in parallel with an interval in the vertical direction, and a pair of horizontal members 3, 4 at both ends in the axial direction of the pair of horizontal members 3, 4. A frame-like frame unit 1 is constituted by a pair of vertical members 5 and 6 that are connected vertically, and at an end of the frame-like frame unit 1, each pair of connections facing each other with an interval in the thickness direction is provided. The connecting members of the adjacent frame units 1a are fixed, and each connecting member of the adjacent frame unit 1a is overlapped in the thickness direction. A pair of insert members 42, 43 each having a tapered shape axially inward are inserted into the through holes, and a bolt having a male thread at least at one end is inserted into the inner periphery of the insert members 42, 43. One of the inner members 42 and 43 is prevented from moving outward in the axial direction by stoppers 47 and 48 provided at one end of the bolt, and the other inner member 4
Stoppers 48 and 47 are screwed onto the male screws axially outward of 3 and 42, and the other inner insertion member 4
3 and 42 to the one inner member 42 and 43 side to interconnect each adjacent frame unit 1 and 1a, and the shaft portion 49 of the bolt is provided with threads 50 at intervals in the circumferential direction. This is a connecting structure of frame units characterized by the following.

第1図は本発明の一実施例のプラツトトラスで
ある橋梁の側面図であり、第2図はその平面図で
ある。この橋梁は本発明に従う骨組ユニツト1が
組合されて構成されており、この橋梁の通路板2
上を通行することができる。第2図では、この通
路板2は左半分において省略されて簡略化して示
されている。
FIG. 1 is a side view of a bridge that is a Pratt truss according to an embodiment of the present invention, and FIG. 2 is a plan view thereof. This bridge is constructed by combining frame units 1 according to the present invention, and passage plates 2 of this bridge.
You can pass over it. In FIG. 2, this passage plate 2 is shown in a simplified manner with the left half omitted.

第3図は骨組ユニツト1の側面図であり、第4
図はその平面図であり、第5図はその底面図であ
り、第6図はその正面図である。骨組ユニツト1
は、横方向に延びるH形鋼から成る横部材3,4
と、縦方向に延びる溝形鋼などから成る縦部材
5,6とを含む。横部材3,4と縦部材5,6と
は、それらの端部においてガセツト7〜10によ
つて連結される。
FIG. 3 is a side view of the frame unit 1, and the fourth
The figure is a plan view thereof, FIG. 5 is a bottom view thereof, and FIG. 6 is a front view thereof. Frame unit 1
are horizontal members 3 and 4 made of H-shaped steel extending in the horizontal direction.
and vertical members 5 and 6 made of channel steel or the like and extending in the vertical direction. The transverse members 3, 4 and the longitudinal members 5, 6 are connected at their ends by gussets 7-10.

横部材3の第4図における左方の一端部には、
そのフランジにフイラープレート11,12が固
定されている。このフイラープレート11,12
には横部材3の軸線方向外方に突出する一対の連
結材13,14が固定される。横部材3の第4図
における右方の他端部には、そのフランジにおい
て一体の連結材15,16が固定される。
At one end on the left side in FIG. 4 of the horizontal member 3,
Filler plates 11 and 12 are fixed to the flanges. These filler plates 11, 12
A pair of connecting members 13 and 14 that protrude outward in the axial direction of the horizontal member 3 are fixed to. Integral connecting members 15 and 16 are fixed to the other end of the horizontal member 3 on the right side in FIG. 4 at its flange.

横部材4にもまた、その第5図における左方の
一端部において連結材17,18が固定されてお
り、第5図の右方の端部ではフイラープレート1
9,20を介して一対の連結材21,22が固定
される。第6図では、連結材15,16,21,
22およびフイラープレート19,20は、図解
の簡略化を図るために省略されている。ガセツト
9,10は横部材3,4のフランジの端部に固定
されており、このガセツト9,10は縦部材6の
フランジに高力ボルトなどによつて固定される。
Connecting members 17 and 18 are also fixed to the horizontal member 4 at one end on the left in FIG. 5, and a filler plate 1 is fixed on the end on the right in FIG.
A pair of connecting members 21 and 22 are fixed via 9 and 20. In FIG. 6, connecting members 15, 16, 21,
22 and filler plates 19, 20 are omitted for simplicity of illustration. Gussets 9, 10 are fixed to the ends of the flanges of the transverse members 3, 4, and these gussets 9, 10 are fixed to the flanges of the longitudinal member 6 by high-strength bolts or the like.

第7図は隣接する骨組ユニツト1,1aを連結
した状態を示す正面図であり、第8図はその縦断
面図である。骨組ユニツト1aの骨組ユニツト1
に対応する構成要素には添字aを付して示す。縦
部材5には、ブラケツト31,32によつてI形
部材33が固定される。このI形部材33上には
通路板2が固定される。I形部材33上にはガー
ドレール34が固定される。骨組ユニツト1,1
aは第8図の左方にも設けられており、左右対称
な構成を有している。
FIG. 7 is a front view showing a state in which adjacent frame units 1 and 1a are connected, and FIG. 8 is a longitudinal sectional view thereof. Frame unit 1 of frame unit 1a
Components corresponding to are indicated with a subscript a. An I-shaped member 33 is fixed to the vertical member 5 by brackets 31 and 32. The passage plate 2 is fixed onto this I-shaped member 33. A guardrail 34 is fixed on the I-shaped member 33. Frame unit 1,1
A is also provided on the left side of FIG. 8, and has a symmetrical configuration.

第9図は連結材13,14と連結材15a,1
6aとを連結した状態を示す断面図である。連結
材13,14,15a,16aには共通の一直線
36上にある軸線を有する透孔37,38,39
a,40aが形成される。透孔37,39aには
内挿部材42が緩やかに挿通し、透孔38,40
aには内挿部材43が緩やかに挿通する。部材4
2,43の内周面には全長にわたつて雄ねじが形
成されたボルト41が挿通される。内挿部材43
の内周面44の内径はボルト41のねじ山の外径
よりも極く僅かに大きい。内挿部材43は、軸線
方向内方側の部分45と軸線方向外方側の部分4
6とを含む。軸線方向内方側の部分45は直円筒
状である。また軸線方向外方側の部分46は軸線
方向内方寄りに先細状であり、外形が円錐台状に
形成されている。透孔38,40aはこの軸線方
向外方部分46の外周面にぴつたりと面接触する
ようにボルト41の軸線方向内方寄りに先細状に
円錐状に形成されている。もう1つの内挿部材4
2に関連する構成もまた同様である。ボルト41
の端部にはナツト47が螺合され、また他端には
ナツト48が螺合される。ナツト47,48をボ
ルト41の軸線方向内方寄りに締付けることによ
つて、内挿部材42,43が透孔37,39a;
38,40aに強固に嵌め込まれて、内挿部材4
2,43の外周面が透孔37,39a;38,4
0aの内周面にぴつたりと面接触して、がたつき
がなくなる。これによつて応力集中の発生が防が
れ、骨組1,1aが強固に固定される。
FIG. 9 shows connecting members 13, 14 and connecting members 15a, 1.
6a is a cross-sectional view showing a state in which they are connected. The connecting members 13, 14, 15a, 16a have through holes 37, 38, 39 whose axes lie on a common straight line 36.
a, 40a are formed. The insertion member 42 is inserted gently into the through holes 37 and 39a, and the through holes 38 and 40
The insertion member 43 is gently inserted into the hole a. Part 4
A bolt 41 having a male thread formed over its entire length is inserted into the inner peripheral surface of the bolts 2 and 43. Insertion member 43
The inner diameter of the inner circumferential surface 44 of the bolt 41 is very slightly larger than the outer diameter of the thread of the bolt 41. The insertion member 43 has an axially inner part 45 and an axially outer part 4.
6. The axially inner portion 45 has a right cylindrical shape. The axially outer portion 46 is tapered inwardly in the axial direction, and has a truncated conical outer shape. The through holes 38, 40a are formed in a tapered conical shape toward the axially inward side of the bolt 41 so as to be in tight surface contact with the outer peripheral surface of the axially outer portion 46. Another interpolation member 4
The configuration related to 2 is also similar. bolt 41
A nut 47 is screwed into one end of the shaft, and a nut 48 is screwed into the other end. By tightening the nuts 47, 48 inward in the axial direction of the bolt 41, the inner members 42, 43 open through the holes 37, 39a;
38, 40a, and the insert member 4
The outer peripheral surfaces of 2, 43 are through holes 37, 39a; 38, 4
It comes into tight surface contact with the inner circumferential surface of 0a, eliminating rattling. This prevents stress concentration from occurring and firmly fixes the frames 1 and 1a.

第9A図は、ボルト41の軸直角断面図であ
る。このボルト41は、軸部49と、その外周に
周方向に180度未満の範囲にわたつて、すなわち
周方向に間隔をあけて形成されたねじ山50とを
含む。このような構成を有するボルト41を用い
ることによつて、そのボルト41の外周面に泥な
どが付着していても、ナツト47,48の締付け
を強固に行なうことができ、不要な泥などは山5
0間の隙間を通つて排出され、このような泥によ
つて大きな締付けトルクが必要となることはな
い。
FIG. 9A is an axis-perpendicular cross-sectional view of the bolt 41. This bolt 41 includes a shaft portion 49 and threads 50 formed on the outer periphery thereof over a range of less than 180 degrees in the circumferential direction, that is, at intervals in the circumferential direction. By using the bolt 41 having such a configuration, the nuts 47 and 48 can be firmly tightened even if mud or the like adheres to the outer circumferential surface of the bolt 41, and unnecessary mud or the like can be removed. mountain 5
0 through the gap, such mud does not require large tightening torques.

第10図は、連結材14付近の拡大断面図であ
る。第3図をもあわせて参照して、横部材3,4
の中央にはガセツト52,53が相互の対向する
方向に延びて固定される。ガセツト52,53は
もう1つの縦部材54によつて固定される。ガセ
ツト7,53間にわたつて棒状の部材55が連結
される。またガセツト10,52間にわたつて棒
状の部材56が連結される。部材55,56は横
部材3,4と縦部材5,6とによつて形成される
矩形枠内に形成される隣接する2つの各正方形の
対角線上に延びる。
FIG. 10 is an enlarged sectional view of the vicinity of the connecting member 14. Also referring to FIG. 3, the horizontal members 3 and 4
Gussets 52 and 53 are fixed at the center of the housing and extend in opposite directions. The gussets 52, 53 are secured by another longitudinal member 54. A rod-shaped member 55 is connected between the gussets 7 and 53. Further, a rod-shaped member 56 is connected between the gussets 10 and 52. The members 55, 56 extend on diagonals of two adjacent squares formed within the rectangular frame formed by the horizontal members 3, 4 and the vertical members 5, 6.

第11図は第10図の切断面線A−Aから見た
断面図であり、第12図は第11図の切断面線B
−Bから見た断面図であり、第13図は第11図
の切断面線C−Cから見た断面図である。ガセツ
ト7間には支持片57が固定される。この支持片
57には、連結材14側に延びる補強リブ58が
固定される。支持片57には第10図の斜め右上
に開放した案内孔60が形成される。部材55は
ねじ棒であり、その端部にはワツシヤ61を介し
てナツト62が螺合する。支持片57の上端部6
3が水平に近く上向きに傾斜していることによつ
て、ワツシヤ61を案内孔60に沿つて支持片5
7の表面上を案内することができる。部材55が
案内孔60の端部62に到達することによつて、
その部材55は前記各正方形の対角線上に位置す
ることができる。残余のガセツト10,52,5
3もまた同様に構成される。
FIG. 11 is a sectional view taken from section line A-A in FIG. 10, and FIG. 12 is a sectional view taken from section line B-A in FIG.
13 is a sectional view taken from the line CC in FIG. 11. FIG. A support piece 57 is fixed between the gussets 7. A reinforcing rib 58 extending toward the connecting member 14 is fixed to this support piece 57 . A guide hole 60 is formed in the support piece 57 and opens diagonally to the upper right in FIG. The member 55 is a threaded rod, and a nut 62 is screwed into the end of the rod through a washer 61. Upper end 6 of support piece 57
3 is nearly horizontal and is inclined upward, so that the washer 61 can be guided along the guide hole 60 by the supporting piece 5.
7 surfaces. By the member 55 reaching the end 62 of the guide hole 60,
The member 55 can be located on a diagonal of each of said squares. Residual gussets 10, 52, 5
3 is similarly configured.

部材55には引張り力が作用するだけであり、
したがつて比較的細くてよく、したがつて材料が
少量ですみ、しかも強大な引張り力に耐えること
ができ好都合である。
Only a tensile force acts on the member 55,
Therefore, it is advantageous because it can be relatively thin, requires a small amount of material, and can withstand a strong tensile force.

本発明の他の実施例として、ボルト41は全長
にわたつて雄ねじが形成されたけれども、本発明
の他の実施例として内挿部材42の第9図におけ
る上方への抜け出しを防止するためのナツト47
と同一の働きをするストツパがボルト41に固定
され、このボルト41には第9図の下方側の端部
に雄ねじが形成されており、この雄ねじにナツト
48が螺合するように構成されてもよい。
In another embodiment of the present invention, the bolt 41 is formed with a male thread over its entire length, but in another embodiment of the present invention, a nut is provided to prevent the inner member 42 from slipping out upward in FIG. 47
A stopper having the same function as that shown in FIG. Good too.

以上のように本発明によれば、枠状の骨組ユニ
ツトごとに現場に運搬して各骨組ユニツトを連結
すればよいので、運搬作業などにおいて嵩張るこ
とがなく、作業性が向上される。また内挿部材は
先細り状に形成されているので、組立時において
骨組ユニツトの連結材の透孔に挿通する作業が容
易となり、迅速な組立を行なうことが可能にな
る。
As described above, according to the present invention, it is only necessary to transport each frame-shaped frame unit to the site and connect the frame units, so that the transportation work does not take up much space and work efficiency is improved. Further, since the inserting member is formed in a tapered shape, it is easy to insert the inserting member into the through hole of the connecting member of the frame unit during assembly, and quick assembly is possible.

特に本発明によれば、透孔と内挿部材とは軸線
方向内方寄りに先細状に形成されるので、内挿部
材の外周面と透孔の内周面とはストツパを締付け
ることによつて面接触させることができ、したが
つて内挿部材の外周面と透孔の内周面との間に〓
間は生じない。これによつて隣接する骨組みユニ
ツト1,1aの相互に連結される連結材間でずれ
を生じる恐れはなく、このように各連結材間でず
れを生じないことは、橋梁、特にトラス橋のたわ
みを可及的に少なくする上で重要である。また本
発明では、ボルトの外周面に周方向に間隔をあけ
てねじ山を設けるようにしたので、このボルトに
不所望に泥などが付着しても、このボルトに螺着
されるストツパの内周面と前記ねじ山の周方向の
〓間部分すなわち軸部のねじ山が形成されていな
い部分の外周面との間を通つて排出することがで
き、内ねじと外ねじとの間に、泥を噛込んでしま
うことはない。したがつてストツパを締付けるに
あたつて不所望に大きなトルクを必要とせず、円
滑にストツパの締付作業を行うことができる。こ
のようなボルトを用いることによつてもまた、橋
梁の組立て作業の迅速化を図ることができる。し
かも前記ボルトの軸線方向両端部のうちいずれに
螺着されるストツパを締付けても厚み方向に間隔
をあけて対向する連結材を均等に締付けていくこ
とができ、したがつて組立て作業時において、作
業者が構造上の機能を判断して締付けるべきスト
ツパを選択した上で締付作業を行う必要がなく、
この点においても作業の容易化、迅速化および円
滑化を図ることができる。
In particular, according to the present invention, since the through hole and the inserted member are formed in a tapered shape toward the inner side in the axial direction, the outer peripheral surface of the inserted member and the inner peripheral surface of the through hole can be connected by tightening the stopper. Therefore, between the outer circumferential surface of the insert member and the inner circumferential surface of the through hole,
There is no pause. As a result, there is no risk of misalignment between the interconnecting members of the adjacent frame units 1 and 1a, and this avoidance of misalignment between the interconnecting members means that the bridge, especially the truss bridge, is deflected. This is important in reducing the amount of damage as much as possible. Furthermore, in the present invention, since threads are provided on the outer circumferential surface of the bolt at intervals in the circumferential direction, even if mud or the like undesirably adheres to the bolt, the inner part of the stopper screwed onto the bolt can be removed. It can be discharged between the circumferential surface and the circumferentially intermediate portion of the thread, that is, the outer circumferential surface of the portion of the shaft where no thread is formed, and between the internal thread and the external thread, It won't bite the mud. Therefore, when tightening the stopper, an undesirably large torque is not required, and the stopper can be tightened smoothly. By using such bolts, it is also possible to speed up the bridge assembly work. Furthermore, no matter which of the two axial ends of the bolt is tightened the stopper, the connecting members facing each other at intervals in the thickness direction can be equally tightened, and therefore, during assembly work, There is no need for the operator to judge the structural function and select the stopper to be tightened before performing the tightening work.
In this respect as well, the work can be made easier, faster, and smoother.

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

第1図は本発明の一実施例のプラツトトラスで
ある橋梁の側面図、第2図はその平面図、第3図
は骨組ユニツト1の側面図、第4図はその平面
図、第5図はその底面図、第6図はその正面図、
第7図は骨組ユニツト1,1aとを連結した状態
を示す正面図、第8図はその縦断面図、第9図は
連結材13,14と連結材15a,16aとを連
結した状態を示す断面図、第9A図はボルト41
の軸直角断面図、第10図は連結材14付近の拡
大断面図、第11図は第10図の切断面線A−A
から見た断面図、第12図は第11図の切断面線
B−Bから見た断面図、第13図は第11図の切
断面線C−Cから見た断面図である。 1……骨組ユニツト、2……通路板、3,4…
…横部材、5,6……縦部材、7,8,9,1
0,52,53……ガセツト、13,14,1
5,16,17,18,21,22……連結材、
37,38,39,40……透孔、41……ボル
ト、42,43……内挿部材、47,48……ナ
ツト、55,56……部材。
Fig. 1 is a side view of a bridge which is a Pratt truss according to an embodiment of the present invention, Fig. 2 is a plan view thereof, Fig. 3 is a side view of the frame unit 1, Fig. 4 is a plan view thereof, and Fig. 5 is a plan view thereof. Its bottom view, Figure 6 is its front view,
FIG. 7 is a front view showing the state in which the frame units 1 and 1a are connected, FIG. 8 is a longitudinal sectional view thereof, and FIG. 9 is a state in which the connecting members 13 and 14 and the connecting members 15a and 16a are connected. The cross-sectional view, Figure 9A, shows the bolt 41.
10 is an enlarged sectional view of the vicinity of the connecting member 14, and FIG. 11 is a cross-sectional view taken along the section line A-A in FIG. 10.
12 is a sectional view taken along the section line BB in FIG. 11, and FIG. 13 is a sectional view taken along the section line CC in FIG. 11. 1... Frame unit, 2... Passage board, 3, 4...
...Horizontal member, 5, 6... Vertical member, 7, 8, 9, 1
0, 52, 53...gusset, 13, 14, 1
5, 16, 17, 18, 21, 22... connecting material,
37, 38, 39, 40... Through hole, 41... Bolt, 42, 43... Inserted member, 47, 48... Nut, 55, 56... Member.

Claims (1)

【特許請求の範囲】 1 上下に間隔をあけて平行に配置される一対の
鋼製の横部材3,4と、前記一対の横部材3,4
の軸線方向両端部に各横部材3,4に対して垂直
に連結される一対の縦部材5,6とを含んで枠状
骨組ユニツト1が構成され、 枠状骨組ユニツト1の端部には、厚み方向に間
隔をあけて対向する各対を成す連結材が固定さ
れ、隣接する骨組ユニツト1aの各連結材を厚み
方向に重ね、この重なつた連結材には共通な一直
線上にある軸線を有し、この軸方向内方寄りに先
細状の透孔が形成され、透孔には軸線方向内方寄
りに先細状の一対の内挿部材42,43がそれぞ
れ挿通され、少なくとも一端部に雄ねじを有する
ボルトがこの内挿部材42,43の内周面を挿通
し、一方の内挿部材42,43はボルトの一端部
に設けられたストツパ47,48によつて軸線方
向外方への変位が阻止され、他方の内挿部材4
3,42よりも軸線方向外方で前記雄ねじにスト
ツパ48,47が螺合されて前記他方内挿部材4
3,42を前記一方内挿部材42,43側に締付
けて隣接する各骨組ユニツト1,1aを相互に連
結し、 前記ボルトの軸部49には、周方向に間隔をあ
けてねじ山50が形成されることを特徴とする骨
組ユニツトの連結構造。
[Scope of Claims] 1. A pair of horizontal members 3, 4 made of steel arranged in parallel with an interval above and below, and the pair of horizontal members 3, 4.
A frame-like frame unit 1 is constructed including a pair of vertical members 5 and 6 which are connected perpendicularly to each of the horizontal members 3 and 4 at both ends in the axial direction. , each pair of connecting members facing each other at intervals in the thickness direction is fixed, each connecting member of the adjacent frame unit 1a is overlapped in the thickness direction, and the overlapping connecting members have a common axis on a straight line. A tapered through hole is formed inwardly in the axial direction, and a pair of tapered insert members 42 and 43 are inserted into the through holes, respectively, and at least one end thereof has a tapered through hole. Bolts having male threads are inserted through the inner circumferential surfaces of the inner members 42 and 43, and one of the inner members 42 and 43 is axially pushed outward by stoppers 47 and 48 provided at one end of the bolt. Displacement is prevented and the other insert member 4
Stoppers 48 and 47 are screwed onto the male screws axially outward of 3 and 42, and the other inner insertion member 4
3 and 42 to the one inner member 42 and 43 side to interconnect each adjacent frame unit 1 and 1a, and the shaft portion 49 of the bolt is provided with threads 50 at intervals in the circumferential direction. A connecting structure of a frame unit, characterized in that:
JP12657283A 1983-07-11 1983-07-11 Connection structure of framework unit Granted JPS6019802A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP12657283A JPS6019802A (en) 1983-07-11 1983-07-11 Connection structure of framework unit

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP12657283A JPS6019802A (en) 1983-07-11 1983-07-11 Connection structure of framework unit

Publications (2)

Publication Number Publication Date
JPS6019802A JPS6019802A (en) 1985-02-01
JPH0329921B2 true JPH0329921B2 (en) 1991-04-25

Family

ID=14938481

Family Applications (1)

Application Number Title Priority Date Filing Date
JP12657283A Granted JPS6019802A (en) 1983-07-11 1983-07-11 Connection structure of framework unit

Country Status (1)

Country Link
JP (1) JPS6019802A (en)

Families Citing this family (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2012241333A (en) * 2011-05-16 2012-12-10 Kajima Corp Construction method of landing bridge for tunnel construction, and landing bridge for tunnel construction
JP6262805B2 (en) * 2016-06-03 2018-01-17 ケイコン株式会社 Temporary roadway with movable lifting column in tunnel and road construction method using the temporary roadway
JP7207772B2 (en) * 2021-04-23 2023-01-18 株式会社タイセン工業 Temporary bridge unit

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5621844U (en) * 1979-07-24 1981-02-26

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5621844U (en) * 1979-07-24 1981-02-26

Also Published As

Publication number Publication date
JPS6019802A (en) 1985-02-01

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