JPS6332240Y2 - - Google Patents

Info

Publication number
JPS6332240Y2
JPS6332240Y2 JP1980034378U JP3437880U JPS6332240Y2 JP S6332240 Y2 JPS6332240 Y2 JP S6332240Y2 JP 1980034378 U JP1980034378 U JP 1980034378U JP 3437880 U JP3437880 U JP 3437880U JP S6332240 Y2 JPS6332240 Y2 JP S6332240Y2
Authority
JP
Japan
Prior art keywords
pipe
rotation
joints
mortar
pipes
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
Application number
JP1980034378U
Other languages
Japanese (ja)
Other versions
JPS56135000U (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 JP1980034378U priority Critical patent/JPS6332240Y2/ja
Publication of JPS56135000U publication Critical patent/JPS56135000U/ja
Application granted granted Critical
Publication of JPS6332240Y2 publication Critical patent/JPS6332240Y2/ja
Expired legal-status Critical Current

Links

Description

【考案の詳細な説明】 産業上の利用分野 この考案は地下道の支保工等に使用されるパイ
プビーム端部の支持装置に関するものである。
[Detailed description of the invention] Industrial field of application This invention relates to a support device for the end of a pipe beam used for supporting underground passages, etc.

従来技術 パイプビーム構造は既設の鉄道、道路等の下方
に新たに地下道の構造物を施工する際に使用され
る支保工であり、上部交通を妨げずに施工できる
ところより近年実施されるに至つた。
PRIOR TECHNOLOGY Pipe beam structure is a type of support used when constructing new underground structures under existing railways, roads, etc., and has been implemented in recent years because it can be constructed without interfering with traffic above. Ivy.

前記パイプビーム構造はパイプ側面の長さ方向
に設けた継手相互を連結して鉄道、道路等の下部
に直角方向に、かつ水平に多数本押し込み、さら
にあらかじめ両端部に平行に設けておいた横梁に
よつてパイプ両端を支持し、継手内にモルタルを
充填して全パイプを一体化し、パイプビーム下方
を掘削するものである。
The above-mentioned pipe beam structure connects joints provided along the length of the side of the pipe and pushes a large number of them horizontally and at right angles to the lower part of railways, roads, etc., and then cross beams are installed parallel to each other in advance at both ends. Both ends of the pipe are supported by a pipe beam, mortar is filled in the joint to integrate all the pipes, and the area below the pipe beam is excavated.

ところでパイプビーム構造はパイプ相互が継手
で連結されているため継手を介しての荷重分配作
用が生じ、継手を設けないものに比べ、2〜3倍
の強間、剛性の向上が期待される。しかし継手を
介して荷重が伝達されるため継手がないときと異
なり、パイプ両端の支持部分に捩り力を生ずる。
そして従来以上の構造に関しては継手の連結作用
を無視して設計しているので捩りに対する考慮が
全くなく、単にパイプを横梁上に載せた構造が採
用されてきた。しかし実際には支持部において相
当大きな捩り力が生じ、前記した従来構造ではパ
イプの回転を十分に拘束することはできず、パイ
プが回転する可能性がある。そしてパイプが回転
すると継手による荷重分配は起こらず、載荷ビー
ムの剛性が低下するとともに、過大な応力が発生
し崩壊する恐れがある。
By the way, in the pipe beam structure, since the pipes are connected to each other by joints, a load distribution effect occurs through the joints, and it is expected that the rigidity will be improved by 2 to 3 times compared to a structure without joints. However, since the load is transmitted through the joint, twisting force is generated in the support portions at both ends of the pipe, unlike when there is no joint.
As for structures beyond the past, the connecting action of the joints has been ignored in the design, so there has been no consideration given to torsion, and a structure in which the pipes are simply mounted on cross beams has been adopted. However, in reality, a considerably large torsional force is generated in the support portion, and the above-described conventional structure cannot sufficiently restrain the rotation of the pipe, which may cause the pipe to rotate. When the pipe rotates, the joints do not distribute the load, reducing the rigidity of the loading beam and creating the risk of it collapsing due to excessive stress.

考案の目的 この考案は前記問題点に対処すべく開発したも
ので、パイプビームの支持部に作用する捩り力に
よるパイプの回転を拘束する十分剛な構造を容易
に現場で施工できるものを提供することにある。
Purpose of the invention This invention was developed to address the above-mentioned problems, and provides a sufficiently rigid structure that can be easily constructed on site to restrain the rotation of the pipe due to the torsional force acting on the pipe beam support. There is a particular thing.

考案の構成 この考案に係るパイプビーム端部支持装置の構
成はパイプ端部下側外周面に複数の回転阻子用突
起を形成し、前記パイプを継手によつて多数本横
方向に連結して、横梁上に設置し、前記回転阻止
用突起を埋設するように前記パイプと横梁間の間
隙にモルタル類を充填してある。
Structure of the invention The structure of the pipe beam end support device according to the invention is such that a plurality of rotary block projections are formed on the outer peripheral surface of the lower side of the pipe end, and a plurality of said pipes are laterally connected by a joint. The pipe is installed on a cross beam, and the gap between the pipe and the cross beam is filled with mortar so as to bury the rotation prevention protrusion.

実施例 この考案の実施例を図面に基づて説明すると使
用されるパイプ1の両側外面には長手方向に互い
に係合しうる雌型、雄型の継手2,3が形形して
ある。またこのパイプの端部下側外周面には複数
の回転阻止用突起4が長手方向に突設してある。
Embodiment An embodiment of this invention will be described with reference to the drawings.A pipe 1 to be used has female and male joints 2 and 3 formed on both outer surfaces thereof, which can be engaged with each other in the longitudinal direction. Further, a plurality of rotation preventing protrusions 4 are provided on the outer circumferential surface of the lower end of the pipe so as to protrude in the longitudinal direction.

この回転阻止用突起4は例えば1.5D(D:パイ
プ1の外径)程度の長さの鉄筋を長手方向に所定
間隔をもつて平行して溶接によつて取付けてお
く。そして必要により鉄筋の端部は押し込みに際
して抵抗を少なからしめるため尖鋭に形成してお
く。回転阻止用突起4はその他平鋼、小径パイ
プ、アングル等をパイプ1に溶接して形成しても
よい。
The rotation blocking protrusions 4 are attached by welding reinforcing bars having a length of, for example, about 1.5D (D: the outer diameter of the pipe 1) in parallel at a predetermined interval in the longitudinal direction. If necessary, the ends of the reinforcing bars are made sharp to reduce resistance during pushing. The rotation blocking protrusion 4 may also be formed by welding a flat steel, a small diameter pipe, an angle, etc. to the pipe 1.

以上のパイプ1の多数本をその継手2,3を係
合させながら横梁5上において順次鉄道、道路等
の下方地盤中に押し込む。その押し込みが終了す
ると継手2,3相互の間隙にはモルタルを充填す
る。次いで回転阻止用突起4を埋設するようにパ
イプ1と横梁5間の間隙にモルタルあるいはコン
クリート等のモルタル類6を充填してパイプ1の
端部を固定する。以上のようにしてパイプ1の下
方地盤を掘削する。
A large number of the above-mentioned pipes 1 are sequentially pushed into the ground below railways, roads, etc. on the cross beams 5 while engaging the joints 2 and 3. When the pushing is completed, the gap between the joints 2 and 3 is filled with mortar. Next, the end of the pipe 1 is fixed by filling the gap between the pipe 1 and the cross beam 5 with mortar or mortar 6 such as concrete so as to bury the rotation preventing projection 4. The ground below pipe 1 is excavated as described above.

考案の効果 この考案は以上の構成からなり、パイプビーム
を構成する各パイプの端部下側外周面には複数の
回転阻止用突起が形成してあり、その各回転阻止
用突起を埋設するようにパイプと横梁間の間隙に
モルタル類を充填してあるので、輪荷重があつて
も各パイプ相互が連結され、かつ回転に対して十
分抵抗する構造となつているので、横方向に荷重
が伝わり全体として荷重を支持するので強度剛性
の向上が期待できる。また回転阻止用突起は鉄筋
の溶接等により簡単に製作でき、またパイプの押
し込みに際しても、運搬に際しても回転阻止用突
起の断面は比較的小さいので格別支障とならな
い。さらに現場ではパイプと横梁との間隙にモル
タル、コンクリート等を打設充填するだけである
ので、その施工は簡単である。
Effects of the invention This invention has the above-mentioned structure, and a plurality of rotation-preventing protrusions are formed on the outer peripheral surface of the lower end of each pipe constituting the pipe beam, and each of the rotation-preventing protrusions is embedded in the pipe beam. Since the gap between the pipes and the cross beams is filled with mortar, each pipe is connected to each other even under wheel loads, and the structure has sufficient resistance to rotation, so the load is not transmitted in the lateral direction. Since it supports the load as a whole, it can be expected to improve strength and rigidity. Further, the rotation-blocking protrusion can be easily manufactured by welding reinforcing bars, etc., and since the cross-section of the rotation-blocking protrusion is relatively small, it does not pose any particular problem when pushing the pipe or transporting it. Furthermore, the construction is simple, as all that is required on site is to pour mortar, concrete, etc. into the gap between the pipe and the cross beam.

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

第1図、第2図はパイプビーム構造の概要を示
した断面図、第3図は回転作用の説明図、第4図
はパイプ端部の斜視図、第5図は実施例の断面図
である。 1……パイプ、2,3……継手、4……回転阻
止用突起、5……横梁、6……モルタル類。
Figures 1 and 2 are sectional views showing an overview of the pipe beam structure, Figure 3 is an explanatory diagram of the rotational action, Figure 4 is a perspective view of the end of the pipe, and Figure 5 is a sectional view of an embodiment. be. 1...Pipe, 2, 3...Joint, 4...Rotation prevention protrusion, 5...Horizontal beam, 6...Mortar.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] パイプ端部下側外周面に複数の回転阻止用突起
を形成し、前記パイプを継手によつて多数本横方
向に連結して、横梁上に設置し、前記回転阻止用
突起を埋設するように前記パイプと横梁間の間隙
にモルタル類を充填してあることを特徴とするパ
イプビーム端部支持装置。
A pipe beam end support device characterized in that a plurality of anti-rotation protrusions are formed on the lower outer peripheral surface of the pipe end, a large number of the pipes are connected horizontally with joints and installed on a cross beam, and mortar or the like is filled in the gap between the pipe and the cross beam so as to bury the anti-rotation protrusions.
JP1980034378U 1980-03-15 1980-03-15 Expired JPS6332240Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1980034378U JPS6332240Y2 (en) 1980-03-15 1980-03-15

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1980034378U JPS6332240Y2 (en) 1980-03-15 1980-03-15

Publications (2)

Publication Number Publication Date
JPS56135000U JPS56135000U (en) 1981-10-13
JPS6332240Y2 true JPS6332240Y2 (en) 1988-08-29

Family

ID=29630012

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1980034378U Expired JPS6332240Y2 (en) 1980-03-15 1980-03-15

Country Status (1)

Country Link
JP (1) JPS6332240Y2 (en)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5147272A (en) * 1974-08-23 1976-04-22 Blaupunkt Werke Gmbh SHUSOKUCHOSEIKI

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5147272A (en) * 1974-08-23 1976-04-22 Blaupunkt Werke Gmbh SHUSOKUCHOSEIKI

Also Published As

Publication number Publication date
JPS56135000U (en) 1981-10-13

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