JP2013072278A - Pipe bend structure - Google Patents

Pipe bend structure Download PDF

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JP2013072278A
JP2013072278A JP2012134334A JP2012134334A JP2013072278A JP 2013072278 A JP2013072278 A JP 2013072278A JP 2012134334 A JP2012134334 A JP 2012134334A JP 2012134334 A JP2012134334 A JP 2012134334A JP 2013072278 A JP2013072278 A JP 2013072278A
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horizontal
members
frame
safety fence
fence
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JP5406335B2 (en
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Tadanori Hazama
貞憲 挾間
Shinichi Matsumoto
信一 松元
Shigeyuki Hirose
茂幸 廣瀬
Kazumi Hattori
一実 服部
Satoru Kamijo
悟 上條
Tomonobu Kikuchi
智信 菊地
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Mitsui Engineering and Shipbuilding Co Ltd
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Mitsui Engineering and Shipbuilding Co Ltd
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Abstract

PROBLEM TO BE SOLVED: To provide a pipe bend structure which enables assembling and disassembling work on a bridge erection site to be performed in a short construction period by enabling assembly to be performed in a factory and enabling an assembled member to be transported by a truck.SOLUTION: A safety fence 51 is ascendably/descendably held by predetermined horizontal joint frames 41-44. The safety fence 51 is carried into an erection site together with the horizontal joint frames 41-44. A pipe bend is assembled by coupling the horizontal joint frames 41-44 together. Thus, the safety fence 51 is located in a predetermined position. When the safety fence 51 is lifted to make an upper horizontal fence 51b fixed to corresponding gussets 42e and 44e, the safety fence 51 is brought into the state of being installed in the predetermined position.

Description

この発明は、橋梁を架設する際に、橋梁の桁や床版等の部材を仮受け支持するベント設備であって、支柱材に管状のパイプを用いたパイプベント構造に関し、特に組立の簡便化を図ったパイプベント構造に関する。   The present invention relates to a venting facility for temporarily receiving and supporting members such as bridge girders and floor slabs when laying a bridge, and relates to a pipe vent structure using a tubular pipe as a support material, and particularly simplification of assembly. The present invention relates to a pipe vent structure.

橋梁を架設する工法として、桁や床版等の部材を陸上での運搬が可能な大きさのブロックに分割して架設現場に搬入し、分割されたブロックをベント設備上に設置してブロック同士を連結し、全ブロックの連結が完了した後にベント設備を分解、撤去することによるトラッククレーンベント工法がある。ベント設備は敷桁上に必要となる本数の支柱を矩形状に配して立設し、支柱同士を横つなぎ材で連結させ、隣接する支柱の上下部に掛けて斜方向にブレスを掛け渡して構成される。なお、支柱の上端部には枕桁を載置させ、この枕桁に桁や床版のブロック等を仮受けさせる。   As a method of erection of bridges, members such as girders and floor slabs are divided into blocks of a size that can be transported on land, and then transported to the construction site, and the divided blocks are installed on vent facilities. There is a truck crane vent method by disassembling and removing the vent equipment after connecting all the blocks. The venting facility is installed in a rectangular shape with the required number of columns on the floor girder, connected to each other with horizontal connecting materials, and hung on the upper and lower parts of the adjacent columns to bridge the brace in the diagonal direction. Configured. A pillow girder is placed on the upper end of the column, and this pillow girder temporarily receives a girder, a floor slab block, or the like.

従来、この種のベント設備の支柱部材に、構造の任意性が高く、耐荷力が高い等の優れた特徴を備えた500角ベントが用いられる場合がある。しかし、
(1) 質量が大きいため運搬費が高い。
(2) 部品数が多く、出荷準備や積み込み・荷卸しや保守に手間を要し、その保管に広いヤードを必要とする。
(3) 部材種類が多く、形状の違いから混載した場合、輸送時の安定性に欠ける。
(4) 部品数が多く、組立・解体に時間を要す。
(5) 6mサイズが原則で、面材で組み立てると高所作業が多くなる。
(6) 任意構造に対応できる反面、現場単位で仕様が異なり安全性に特別な配慮を必要とする。
等の短所を備えている。
Conventionally, as a support member of this type of vent equipment, there is a case in which a 500 square vent having excellent characteristics such as high structural flexibility and high load bearing capacity is used. But,
(1) The transportation cost is high due to the large mass.
(2) The number of parts is large, and it takes time to prepare for shipping, loading, unloading, and maintenance, and a large yard is required for storage.
(3) When there are many types of parts and they are mixed due to the difference in shape, stability during transportation is lacking.
(4) There are many parts and time is required for assembly and disassembly.
(5) 6m size is the principle, and work at high places will increase when assembled with face materials.
(6) While it can handle any structure, the specifications differ from site to site and special considerations are required for safety.
Etc. Cons.

例えば、特許文献1に開示された発明は、支柱と横つなぎ材、ブレスとで構成された枠組み支保工の外側に階段部材を付設した構成に関するものであるが、ベント設備の工法として、前記支柱を構成する支柱部材と横つなぎ材、ブレスとからなるユニット化された枠状の枠部材を複数積層させ、上下の枠部材の支柱部材同士をボルトで固定して連結することで組み立てられる構造が開示されている。   For example, the invention disclosed in Patent Document 1 relates to a configuration in which a staircase member is attached to the outside of a frame support composed of a column, a horizontal connecting material, and a brace. A structure that is assembled by stacking a plurality of unitized frame-shaped frame members composed of strut members, horizontal connecting members, and braces, and fixing the strut members of the upper and lower frame members with bolts and connecting them. It is disclosed.

しかし、特許文献1に開示されたベント設備では、隣接する支柱部材間にX字状にブレスが配置されている構造が採用されており、枠部材は大型となっているもので、6mサイズのものとなっている。このため、輸送の際に制約を受けることになり、各部材を分割した状態で搬入し、仮設現場で枠部材に組み立てることになる。したがって、輸送時には部品数が多くなり、混載されることになって安定性が損なわれるおそれがある。また、組み立てに時間を要し、撤去時の分解にも時間を要することになる。   However, in the vent facility disclosed in Patent Document 1, a structure in which a brace is arranged in an X shape between adjacent support members is employed, and the frame member is large in size and has a size of 6 m. It has become a thing. For this reason, it will receive restrictions in the case of transportation, will carry in in the state which divided each member, and will assemble to a frame member at a temporary construction site. Therefore, the number of parts increases at the time of transportation, and there is a possibility that stability is lost due to being mixed. Moreover, time is required for assembly, and time is also required for disassembly at the time of removal.

また、作業員の昇降用の階段部材を枠組み支保工の外側に付設させてあるため、階段部材を支持する部材をベント設備とは別途に必要とし、さらに部品数が増加して、輸送や組立、分解の際の手間を要することになる。   In addition, since stair members for raising and lowering workers are attached to the outside of the frame support work, a member that supports the stair members is required separately from the vent equipment, and the number of parts is increased, resulting in transportation and assembly. In this case, it takes time for disassembly.

このため、本願出願人は、部品数を減じると共に、ユニット部材のコンパクト化により、トラックにより輸送する際の積み付け・積み込み・荷卸しを効率化でき、輸送の際の安定性を確保できるパイプベント構造を提案した(特許文献2参照。)   For this reason, the applicant of the present application can reduce the number of parts and reduce the number of parts, and by making the unit members compact, it is possible to increase the efficiency of loading, loading and unloading when transporting by truck, and to ensure stability during transportation A structure was proposed (see Patent Document 2).

一方、パイプベントには作業員の昇降のための階段や作業のための足場等が組み込まれるが、この種の足場のための足場板や階段はベント構造とは別に、例えば地上で組み立てられて、所定の位置にクレーン等により組み込まれる(特許文献3参照。)。   On the other hand, the pipe vent incorporates stairs for raising and lowering workers and scaffolds for work, etc. The scaffold plates and stairs for this kind of scaffold are assembled on the ground separately from the vent structure, for example. Incorporated into a predetermined position by a crane or the like (see Patent Document 3).

特開2005−248628号公報JP 2005-248628 A 特願2010−075755号Japanese Patent Application No. 2010-075755 特開平7−243205号公報JP-A-7-243205

足場板等を地上で組み立てた後にクレーンで吊り上げて所定の位置に組み込むものでは、本願出願人が提案したパイプベントの可搬性を阻害してしまうことになる。また、足場板等をベントの構造体とは別に搬入しなければならないから、輸送の際のコンパクト化を図ることの支障となる。   If the scaffolding plate or the like is assembled on the ground after being assembled on the ground, the portability of the pipe vent proposed by the applicant of the present application will be hindered. In addition, since the scaffolding plate and the like must be carried separately from the vent structure, it becomes an obstacle to downsizing during transportation.

そこで、この発明は、良好な可搬性を確保して輸送の簡便化を図ることができると共に、現地における組立作業の簡素化を促進して、工期の短縮化とコストの削減を図ることができるパイプベント構造を提供することを目的としている。   Therefore, the present invention can ensure good portability and simplify transportation, and can facilitate simplification of on-site assembly work, thereby shortening the construction period and reducing costs. It aims to provide a pipe vent structure.

前記目的を達成するための技術的手段として、この発明に係るパイプベント構造は、橋梁等の架設工事の際に、架設される部材を仮受けさせるベント設備であって、支柱材に鋼管を用い、複数の支柱部材を横継枠で連結させたパイプベント構造において、前記横継枠を上下の水平材と上下の横継枠間に掛け渡した斜材とにより構成し、前記横継枠に昇降自在に安全柵を支持させ、上昇時に該安全柵の上端部を止着させる掛止手段を、該横継枠の上方に配されているガセットに設け、前記安全柵は、前記横継枠の輸送時には下降させた位置に位置付かせ、ベントの組立時には上昇させて前記掛止手段により上端部を止着させることを特徴としている。 As a technical means for achieving the above object, the pipe vent structure according to the present invention is a vent facility for temporarily receiving a member to be installed in the construction work of a bridge or the like, and uses a steel pipe as a support material. In the pipe vent structure in which a plurality of support members are connected by a transverse frame, the transverse frame is constituted by an upper and lower horizontal member and an oblique member spanned between the upper and lower transverse frames. A hooking means for supporting the safety fence so that it can be moved up and down and fixing the upper end of the safety fence when it is raised is provided in the gusset arranged above the horizontal joint frame, and the safety fence is provided on the horizontal frame. of the transportation crowned located at a position lowered, it is characterized in that is fastened more upper portion to the latching means is raised at the time of assembly of the vent.

すなわち、パイプベントを組み立てる横継枠に予め安全柵を該横継枠に昇降可能に支持させ、横継枠の輸送時には下降した位置にして該横継枠と重畳した状態として横継枠とと共に輸送される。現場にて各横継枠を連結させながら、安全柵を上昇させ、上端部を前記掛止手段に止着させれば、作業のための安全柵となる。   In other words, a safety fence is supported in advance on the horizontal joint frame for assembling the pipe vent so that it can be raised and lowered, and when the horizontal frame is transported, it is placed in a lowered position and overlapped with the horizontal frame with the horizontal frame. Transported. A safety fence for work can be obtained by raising the safety fence while connecting the horizontal connecting frames at the site and fixing the upper end to the hooking means.

また、請求項2の発明に係るパイプベント構造によれば、横継枠の輸送と共に安全柵も輸送されて現場に搬入される。そして、横継枠を組み立てることによりこの安全柵が所定の設置場所に位置付くから、搬入作業を簡素化することができる。所定の位置に位置付いた安全柵を上昇させて、上端部を前記掛止手段に止着させれば該安全柵が設置された状態となり、組み立て作業の簡便化を図ることができる。 In addition, according to the pipe vent structure according to the second aspect of the present invention, the safety fence is transported along with the transportation of the horizontal connection frame and is carried into the site. And since this safety fence is located in a predetermined installation place by assembling the horizontal connection frame, the carrying-in work can be simplified. When the safety fence positioned at a predetermined position is raised and the upper end portion is fixed to the hooking means, the safety fence is installed, and the assembly work can be simplified.

また、部材の外形寸法等を規格化することとなり、専用の収納フレームを用いて格納することもでき、さらに輸送時の安全性や部材の取り出しの効率化を果たすことができる。しかも、前記収納フレームに格納した状態で保管できるから、保管ヤードにおける保管スペースを縮減することができる。   In addition, the external dimensions of the members will be standardized, and the members can be stored using a dedicated storage frame. Further, safety during transportation and efficiency of taking out the members can be achieved. Moreover, since it can be stored in the storage frame, the storage space in the storage yard can be reduced.

この発明に係るパイプベント構造が備えた安全柵を示す正面図で、安全柵が下降した状態を、想像線で横継枠を併記して示している。BRIEF DESCRIPTION OF THE DRAWINGS It is a front view which shows the safety fence with which the pipe vent structure which concerns on this invention was equipped, and the state which the safety fence lowered | hung is shown with the horizontal frame along with the imaginary line. 図1に示す安全柵を上昇させた状態を示している。 The state which raised the safety fence shown in FIG. 1 is shown. この発明に係るパイプベント構造が備えた足場板を所定の位置に設置した状態を示す平面図である。It is a top view which shows the state which installed the scaffold board with which the pipe vent structure concerning this invention was equipped in the predetermined position. 図3に示す足場板の平面図である。 It is a top view of the scaffold board shown in FIG. 足場板を揺動可能に支持するヒンジ部を示す図であり、(a)は正面図、(b)は平面図である。It is a figure which shows the hinge part which supports a scaffold board so that rocking | fluctuation is possible, (a) is a front view, (b) is a top view. 足場板の先端部を係合させる支持板を示す図である。It is a figure which shows the support plate which engages the front-end | tip part of a scaffold board. この発明に係るパイプベント構造を備えたベント設備の正面図である。It is a front view of the vent equipment provided with the pipe vent structure concerning this invention. 図7に示すベント設備の左側面図である。It is a left view of the vent equipment shown in FIG. この発明に係るパイプベント構造に適用する第1類型に属する横継枠の正面図である。FIG. 3 is a front view of a transverse frame belonging to a first type applied to the pipe vent structure according to the present invention. この発明に係るパイプベント構造に適用する第1類型に属する横継枠の正面図である。FIG. 3 is a front view of a transverse frame belonging to a first type applied to the pipe vent structure according to the present invention. この発明に係るパイプベント構造に適用する第2類型に属する横継枠の正面図である。It is a front view of the transverse frame which belongs to the 2nd type applied to the pipe vent structure concerning this invention. この発明に係るパイプベント構造に適用する第1類型に属する横継枠の正面図である。FIG. 3 is a front view of a transverse frame belonging to a first type applied to the pipe vent structure according to the present invention. 支柱を構成する支柱部材の正面図であり、4種類の支柱部材を示している。It is a front view of the support | pillar member which comprises a support | pillar, and has shown four types of support | pillar members. 図13における支柱部材の横断面図であり、(a)、(b)はそれぞれ図13におけるA−A線断面図とB−B線断面図を示している。It is a cross-sectional view of the support | pillar member in FIG. 13, (a), (b) has each shown the AA sectional view taken on the line in FIG. 13, and the BB sectional drawing.

以下、図示した好ましい実施の形態に基づいて、この発明に係るパイプベント構造を具体的に説明する。   Hereinafter, the pipe vent structure according to the present invention will be described in detail based on the illustrated preferred embodiments.

図7は、この発明に係るパイプベント構造を備えたベント設備1の正面図であり、図8は左側面図である。このベント設備1は敷桁2に6本2列の支柱3が立設され、これら支柱3の間に横継枠4が掛け渡された構造とされている。正面視の6本の支柱3は、このベント設備1を組み立てる作業員が昇降する作業用の階段5が内側に配された2本の支柱3がほぼ等間隔に配されて作業部櫓とされ、3組の作業部櫓がほぼ等間隔に配されている。支柱3の上端に枕桁6が載置され、この枕桁6に主桁7を介して床版8が架設される。   FIG. 7 is a front view of a vent facility 1 having a pipe vent structure according to the present invention, and FIG. 8 is a left side view. This vent facility 1 has a structure in which six columns and two columns of columns 3 are erected on a floor girder 2 and a transverse frame 4 is spanned between these columns 3. The six pillars 3 in front view are two working pillars 3 with work stairs 5 on which the worker who assembles the vent facility 1 ascends / descends is arranged at almost equal intervals to be working parts. Three sets of working parts are arranged at almost equal intervals. A pillow girder 6 is placed on the upper end of the column 3, and a floor slab 8 is installed on the pillow girder 6 via a main girder 7.

このベント設備1では、図7及び図8に示すように、横継枠4は、4種類の横継枠41〜44が組み合わされて構成されている。そして、図7の正面視の前記3組の作業部櫓の隣接する作業部櫓同士の支柱3間の寸法L1を、図8の側面視における2本の支柱3間の寸法L2と等しくして構成する。 In this vent facility 1, as shown in FIGS. 7 and 8, the horizontal connection frame 4 is configured by combining four types of horizontal connection frames 41 to 44. Then, the dimension L 1 between the posts 3 of the working unit tower adjacent to the three sets of the working unit tower of the front view of FIG. 7, equal to the dimension L 2 between two posts 3 in the side view of FIG. 8 And configure.

図9は第1類型に属する横継枠41の正面図であり、上下の水平材41a、41bと一対の斜材41cとにより形成されている。一対の斜材41cは、上側水平材41aの中央部のガセット41dと下側水平材41bのそれぞれの端部のガセット41fとに架け渡されて設けられて、対傾構方式に形成されている。また、上側水平材41aの両端部にはガセット41eが取り付けられており、このガセット41eと前記ガセット41fとを介して、後述する支柱部材と連結させるようにしてある。これらガセット41e、41fには、前記支柱3と連結させるボルトを挿通する複数個のボルト孔41gが一定のピッチで形成されている。前記水平材41a、41bは例えば100×100mmの等辺山形鋼により、前記斜材41cは例えば75×75mmの等辺山形鋼が用いられる。この横継枠41は、図7に示すように、幅方向が作業部櫓の支柱3間に架け渡される寸法とされており、端部に取り付けられたガセット41e、41fのボルト孔41gの水平方向寸法を1720mmとしてある。また、高さは水平材41a、41bの中心間で600mmとしてある。   FIG. 9 is a front view of the transverse frame 41 belonging to the first type, and is formed by upper and lower horizontal members 41a and 41b and a pair of diagonal members 41c. The pair of diagonal members 41c is provided so as to span a gusset 41d at the center portion of the upper horizontal member 41a and a gusset 41f at each end portion of the lower horizontal member 41b, and is formed in a tilting manner. Further, gussets 41e are attached to both ends of the upper horizontal member 41a, and are connected to post members described later via the gussets 41e and the gussets 41f. In these gussets 41e and 41f, a plurality of bolt holes 41g through which bolts to be connected to the support columns 3 are inserted are formed at a constant pitch. The horizontal members 41a and 41b are made of, for example, 100 × 100 mm equilateral angle steel, and the diagonal members 41c are made of, for example, 75 × 75 mm equilateral angle steel. As shown in FIG. 7, the width of the horizontal frame 41 is such that the width direction spans between the columns 3 of the working section rod, and the horizontal direction of the bolt holes 41g of the gussets 41e and 41f attached to the end portions. The direction dimension is 1720mm. The height is 600 mm between the centers of the horizontal members 41a and 41b.

図10は第1類型に属する横継枠42の正面図であり、上下の水平材42a、42bと一対の斜材42cとにより形成されている。一対の斜材42cは、上側水平材42aの中央部のガセット42dと下側水平材42bのそれぞれの端部のガセット42fとに架け渡されて設けられて、対傾構方式に形成されている。また、上側水平材42aの両端部にはガセット42eが取り付けられており、このガセット42eと前記ガセット42fとを介して、後述する支柱部材と連結させるようにしてある。これらガセット42e、42fには、前記支柱3と連結させるボルトを挿通する複数個のボルト孔42gが一定のピッチで形成されている。前記水平材42a、42bは例えば100×100mmの等辺山形鋼により、前記斜材42cは例えば75×75mmの等辺山形鋼が用いられる。この横継枠42は、図7に示すように横継枠41と同様に、幅方向が1組の支柱3間に架け渡される寸法とされており、端部に取り付けられたガセット42e、42fのボルト孔42gの水平方向寸法を1720mmとしてある。また、高さは水平材42a、42bの中心間で1725mmとしてある。この横継枠42には上下方向の中間部に踏み板支持材42hが取り付けられている。   FIG. 10 is a front view of the transverse frame 42 belonging to the first type, and is formed by upper and lower horizontal members 42a and 42b and a pair of diagonal members 42c. The pair of diagonal members 42c is provided so as to span the gussets 42d at the center of the upper horizontal member 42a and the gussets 42f at the respective ends of the lower horizontal member 42b, and is formed in a tilting manner. Further, gussets 42e are attached to both ends of the upper horizontal member 42a, and are connected to support members described later via the gussets 42e and the gussets 42f. In these gussets 42e and 42f, a plurality of bolt holes 42g through which bolts to be connected to the support column 3 are inserted are formed at a constant pitch. The horizontal members 42a and 42b are made of, for example, 100 × 100 mm equilateral angle steel, and the diagonal members 42c are made of, for example, 75 × 75 mm equilateral angle steel. As shown in FIG. 7, the transverse frame 42 is dimensioned so that the width direction spans between a pair of support columns 3 in the same manner as the transverse frame 41, and the gussets 42 e and 42 f attached to the end portions. The horizontal dimension of the bolt hole 42g is 1720 mm. The height is 1725 mm between the centers of the horizontal members 42a and 42b. A stepping plate support member 42h is attached to the horizontal connecting frame 42 at an intermediate portion in the vertical direction.

図11は第2類型に属する横継枠43の正面図であり、上下の水平材43a、43bと二対の斜材43cとにより形成されている。二対の斜材43cは、上側水平材43aをほぼ四等分する位置の両側位置のガセット43dと、下側水平材43bの中央部のガセット43f、両端部のガセット43gとの間に交互に架け渡されて設けられて、対傾構方式に形成されている。また、上側水平材43aの両端部にはガセット43eが取り付けられており、このガセット43eと前記ガセット43gとを介して、後述する支柱部材と連結させるようにしてある。これらガセット43e、43gには、前記支柱3と連結させるボルトを挿通する複数個のボルト孔43hが一定のピッチで形成されている。前記水平材43a、43bは例えば100×100mmの等辺山形鋼により、前記斜材43cは例えば75×75mmの等辺山形鋼が用いられる。この横継枠43は、図7に示すように、幅方向が隣接する組の隣接する支柱3間に架け渡される寸法とされており、端部に取り付けられたガセット43e、43gのボルト孔43hの水平方向寸法を2720mmとしてある。また、高さは水平材43a、43bの中心間で600mmとしてある。   FIG. 11 is a front view of the transverse frame 43 belonging to the second type, and is formed by upper and lower horizontal members 43a and 43b and two pairs of diagonal members 43c. The two pairs of diagonal members 43c are alternately arranged between the gusset 43d on both sides of the position where the upper horizontal member 43a is substantially divided into four parts, the gusset 43f on the center of the lower horizontal member 43b, and the gussets 43g on both ends. It is installed across the bridge and formed in an anti-tilt system. Further, gussets 43e are attached to both ends of the upper horizontal member 43a, and are connected to support members described later via the gussets 43e and the gussets 43g. In these gussets 43e and 43g, a plurality of bolt holes 43h through which bolts to be connected to the support column 3 are inserted are formed at a constant pitch. The horizontal members 43a and 43b are made of, for example, 100 × 100 mm equilateral angle steel, and the diagonal members 43c are made of, for example, 75 × 75 mm equilateral angle steel. As shown in FIG. 7, the transverse frame 43 is dimensioned to be spanned between adjacent struts 3 of the adjacent sets in the width direction, and the bolt holes 43h of the gussets 43e and 43g attached to the ends. The horizontal dimension is 2720mm. The height is 600 mm between the centers of the horizontal members 43a and 43b.

図12は第1類型に属する横継枠44の正面図であり、上下の水平材44a、44bと一対の斜材44cとにより形成されている。一対の斜材44cは、上側水平材44aの中央部のガセット44dと下側水平材44bのそれぞれの端部のガセット44fとに架け渡されて設けられて、対傾構方式に形成されている。また、上側水平材44aの両端部にはガセット44eが取り付けられており、このガセット44eと前記ガセット44fとを介して、後述する支柱部材と連結させるようにしてある。これらガセット44e、44fには、前記支柱3と連結させるボルトを挿通する複数個のボルト孔44gが一定のピッチで形成されている。前記水平材44a、44bは例えば100×100mmの等辺山形鋼により、前記斜材44cは例えば75×75mmの等辺山形鋼が用いられる。この横継枠44は、図7に示すように横継枠43と同様に、幅方向が隣接する組の隣接する支柱3間に架け渡される寸法とされており、端部に取り付けられたガセット44e、44fのボルト孔43gの水平方向寸法を2720mmとしてある。また、高さは水平材44a、44bの中心間で1725mmとしてある。この横継枠44には上下方向の中間部に踏み板支持材44hが取り付けられている。   FIG. 12 is a front view of the transverse frame 44 belonging to the first type, and is formed by upper and lower horizontal members 44a and 44b and a pair of diagonal members 44c. The pair of diagonal members 44c are provided so as to span the gussets 44d at the center of the upper horizontal member 44a and the gussets 44f at the respective ends of the lower horizontal member 44b, and are formed in a tilting manner. Further, gussets 44e are attached to both end portions of the upper horizontal member 44a, and are connected to support members described later via the gussets 44e and the gussets 44f. In these gussets 44e and 44f, a plurality of bolt holes 44g through which bolts to be connected to the support column 3 are inserted are formed at a constant pitch. The horizontal members 44a and 44b are made of, for example, 100 × 100 mm equilateral angle steel, and the oblique members 44c are made of, for example, 75 × 75 mm equilateral angle steel. As shown in FIG. 7, the transverse frame 44 is sized so as to be spanned between the adjacent struts 3 of the adjacent sets in the width direction, like the transverse frame 43, and is attached to the end portion. The horizontal dimension of the bolt holes 43g of 44e and 44f is 2720 mm. The height is 1725 mm between the centers of the horizontal members 44a and 44b. A step board support member 44h is attached to the horizontal joint frame 44 at an intermediate portion in the vertical direction.

図13は前記支柱3を構成する支柱部材31〜34を示しており、図14は支柱部材の横断面図であり、図14(a)、(b)はそれぞれ、図13(a)におけるA−A線とB−B線に沿って切断した断面図である。図13(a)は長尺支柱部材31を、同(b)は第1中尺支柱部材32を、同(c)は第2中尺支柱部材33を、同(d)は短尺支柱部材34をそれぞれ示しており、いずれも図14に示す断面形状を備えている。これら支柱部材31〜34はいずれも管状のパイプ材を主体として構成されており、STK490によるφ139.8×6.6mmの鋼管が用いられている。   FIG. 13 shows column members 31 to 34 constituting the column 3, FIG. 14 is a cross-sectional view of the column member, and FIGS. 14 (a) and 14 (b) are respectively A in FIG. 13 (a). It is sectional drawing cut | disconnected along the -A line and the BB line. FIG. 13A shows a long column member 31, FIG. 13B shows a first medium column member 32, FIG. 13C shows a second medium column member 33, and FIG. 13D shows a short column member 34. Each of them has a cross-sectional shape shown in FIG. Each of the support members 31 to 34 is mainly composed of a tubular pipe material, and a steel pipe of φ139.8 × 6.6 mm by STK490 is used.

図13(a)、(b)に示すように、長尺支柱部材31と第1中尺支柱部材32の上下端部には、図14(a)に示すボルト孔36aが形成された継ぎ手用フランジ36が取り付けられている。また、これら支柱部材31、32の中間部には一対のガセット37がそれぞれ取り付けられている。また、前記継ぎ手用フランジ36に隣接した部位にもガセット38が取り付けられている。前記長尺支柱部材31に取り付けられた一対のガセット37には、前記ボルト孔41g、42g、43h、44gと合致する位置にボルト孔37aが形成されている。そして、これら一対のガセット37は、前記横継枠42と横継枠44とのそれぞれの上下の水平材42a、42b、44a、44bの端部のガセット42e、42f、44e、44fを連結することができる位置に設けられている。また、前記第1中尺支柱部材32に取り付けられた一対のガセット37は、前記横継枠41と横継枠43とのそれぞれのガセット41e、41f、43e、43gを連結することができる位置に設けられている。   As shown in FIGS. 13A and 13B, the upper and lower ends of the long column member 31 and the first medium column member 32 are formed with bolt holes 36a shown in FIG. 14A. A flange 36 is attached. A pair of gussets 37 are respectively attached to the intermediate portions of the support members 31 and 32. A gusset 38 is also attached to a portion adjacent to the joint flange 36. Bolt holes 37a are formed in the pair of gussets 37 attached to the long column members 31 at positions that match the bolt holes 41g, 42g, 43h, 44g. The pair of gussets 37 connect the gussets 42e, 42f, 44e, 44f at the ends of the upper and lower horizontal members 42a, 42b, 44a, 44b of the horizontal connecting frame 42 and the horizontal connecting frame 44, respectively. It is provided at a position where Also, the pair of gussets 37 attached to the first medium strut member 32 can be connected to the respective gussets 41e, 41f, 43e, 43g of the transverse frame 41 and the transverse frame 43. Is provided.

また、図13(c)に示す第2中尺支柱部材33は、両端部に継ぎ手用フランジ36が取り付けられ、この継ぎ手用フランジ36に隣接した部位に、前記横継枠41と横継枠43とのそれぞれのガセット41e、41f、43e、43gを連結することができるガセット37が取り付けられている。   Further, the second medium-sized column member 33 shown in FIG. 13 (c) has joint flanges 36 attached to both ends, and the lateral joint frame 41 and the lateral joint frame 43 are disposed at portions adjacent to the joint flange 36. A gusset 37 that can connect the respective gussets 41e, 41f, 43e, and 43g is attached.

図13(d)に示す短尺支柱部材34は、両端部に継ぎ手用フランジ36が取り付けられており、これら継ぎ手用フランジ36の間にガセット39が取り付けられている。このガセット39には、前記ボルト孔41g、42g、43h、44gと合致する位置にボルト孔39aが形成されていると共に、ボルト孔41g、42g、43h、44gの個数よりも多い個数で、これらボルト孔41g、42g、43h、44gのピッチと等しいピッチで形成されている。このため、このガセット39は、横継枠41、42、43、44のいずれのガセット41e、41f、42e、42f、43e、43g、44e、44fのいずれとも連結できるものであり、しかも、該ガセット39に対してガセット41e、41f、42e、42f、43e、43g、44e、44fを上下方向に位置をずらしても、ボルト孔39aのいずれかとボルト孔41g、42g、43h、44gとが合致することで連結させることができるようにしてある。   A short support member 34 shown in FIG. 13 (d) has joint flanges 36 attached to both ends, and a gusset 39 is attached between the joint flanges 36. The gusset 39 is formed with bolt holes 39a at positions corresponding to the bolt holes 41g, 42g, 43h, 44g and more than the bolt holes 41g, 42g, 43h, 44g. It is formed with a pitch equal to the pitch of the holes 41g, 42g, 43h, 44g. Therefore, the gusset 39 can be connected to any of the gussets 41e, 41f, 42e, 42f, 43e, 43g, 44e, 44f of the transverse frames 41, 42, 43, 44, and the gusset Even if the gussets 41e, 41f, 42e, 42f, 43e, 43g, 44e, and 44f are shifted in the vertical direction with respect to 39, any one of the bolt holes 39a and the bolt holes 41g, 42g, 43h, and 44g should match. Can be connected with each other.

また、図7及び図8に示すように、このベント設備1には、正面視において支柱3の上端部を連結する横つなぎ材として作業部櫓の支柱3の間に横継材46が架け渡され、正面視の隣接した作業部櫓同士の間に位置する支柱3の間と、側面視の支柱3の間のそれぞれに横継材47が架け渡される。また、作業部櫓の部分であって横継枠が存しない部分には、安全柵51が配される。さらに、このベント設備1を組み立てる作業員の足場となる踏み板が前記踏み板支持材42h、44hを利用して架け渡される。   Further, as shown in FIGS. 7 and 8, in this vent facility 1, a crossover material 46 is bridged between the pillars 3 of the work section as a horizontal connecting material for connecting the upper ends of the pillars 3 in a front view. Then, the crossing material 47 is bridged between the columns 3 positioned between the adjacent working members in front view and between the columns 3 in side view. In addition, a safety fence 51 is disposed in a portion of the working unit ridge that does not have a transverse frame. Further, a tread board serving as a scaffold for workers who assemble the vent facility 1 is bridged using the tread board support members 42h and 44h.

図3は足場板61と階段5の部分を示す平面図である。足場板61は前記横継枠42の下側水平材42bにヒンジ61aを介して揺動自在に支持されており、この揺動により、少なくとも、横継枠42に沿った鉛直方向位置と該横継枠42に対して直交する水平方向位置との間を揺動するようにしてある。この水平方向位置に位置した状態で、この足場板61の先端部が、前記階段5の上端部と下端部とに臨む位置となるようにしてある。このときの先端部が位置する部分であって、該先端部の下側を臨む位置に支持板62が掛け渡され、この該先端部がこの支持板62に載置されて足場板61が階段5の踊り場として掛け渡されて配される。 FIG. 3 is a plan view showing the scaffold plate 61 and the steps 5. The scaffold plate 61 is swingably supported on the lower horizontal member 42b of the horizontal joint frame 42 via a hinge 61a. By this swing, at least the vertical position along the horizontal joint frame 42 and the horizontal position thereof are supported. It swings between horizontal positions orthogonal to the joint frame 42. In a state where the scaffold plate 61 is located at the horizontal position, the distal end portion of the scaffold plate 61 faces the upper end portion and the lower end portion of the staircase 5. At this time, the support plate 62 is spanned at a position where the tip portion is located and faces the lower side of the tip portion, the tip portion is placed on the support plate 62, and the scaffold plate 61 is stepped. It is distributed over 5 landings.

図4は前記足場板61の平面図であり、グレーチングのような格子状あるいは網目状に形成されている。足場板61の一端部に3個のヒンジ61aが配されており、図5に示すように、一対の支持突起61bを備えており、この支持突起61bの間に位置する1枚の支持突起(図示せず)が前記水平材42a、42bに取り付けられ、この支持突起を前記支持突起61bの間に位置させ支持ピン(図示せず)をこれら支持突起61bに挿通させれば、該ヒンジ61aを介して足場板61が揺動可能に横継枠42に支持される。また、図6は前記支持板62の平面図であり、両端部には横継枠44の水平材44a、44bに掛け渡した際に該水平材44a、44bに固定するための固定板62aが設けられている。 FIG. 4 is a plan view of the scaffold plate 61, which is formed in a lattice shape or a mesh shape such as grating. Three hinges 61a are disposed at one end of the scaffold plate 61, and as shown in FIG. 5 , a pair of support protrusions 61b are provided, and one support protrusion (between the support protrusions 61b ( (Not shown) is attached to the horizontal members 42a and 42b, and the support protrusion (not shown) is inserted into the support protrusion 61b by positioning the support protrusion between the support protrusions 61b. The scaffold plate 61 is supported by the transverse frame 42 so as to be swingable. FIG. 6 is a plan view of the support plate 62. At both ends, there are fixing plates 62a for fixing the horizontal members 44a and 44b to the horizontal members 44a and 44b. Is provided.

図1及び図2は前記安全柵51を示す図であり、横継枠42に設けられている安全柵51を示している。なお、安全柵51は横継枠44にも設けられており、横継枠42用のものと横継枠44用のものとは、これら横継枠42、44の寸法等に応じて寸法等が異なっており、構造上は等しいものとなっている。図1はこの横継枠42を車両等で搬送する際における安全柵51の状態を示しており、図2はパイプベントが構築された際の状態を示している。この安全柵51は横継枠42の上側のガセット42eのそれぞれにはUボルト52によって一対の鉛直柵51aが昇降自在に保持されており、図1は最下位まで下降した状態を示している。一対の鉛直柵51aの上端部には上部水平柵51bが掛け渡された状態で固定されており、中間部には中間水平柵51cが掛け渡されている。この中間水平柵51cは前記鉛直柵51aに対して該鉛直柵51aの長手方向に摺動可能であり、鉛直柵51aの中央部に形成された透孔53aに合致する透孔(図示せず)が形成されており、これら透孔53aと中間水平柵51cに形成された透孔とに図示しない固定ボルトを挿通させてナットを締め付けることにより、これら鉛直柵51aと中間水平柵51cとを固定するようにしてある。図1では、中間水平柵51cが鉛直柵51aに固定されていない状態にある。 FIGS. 1 and 2 are views showing the safety fence 51, which shows the safety fence 51 provided on the horizontal connection frame 42. In addition, the safety fence 51 is also provided in the transverse frame 44, and those for the transverse frame 42 and those for the transverse frame 44 are sized according to the dimensions of these transverse frames 42, 44, etc. Are different and are structurally equivalent. FIG. 1 shows the state of the safety fence 51 when the horizontal connection frame 42 is conveyed by a vehicle or the like, and FIG. 2 shows the state when the pipe vent is constructed. In this safety fence 51, a pair of vertical fences 51a are held up and down by U-bolts 52 on each of the upper gussets 42e of the transverse frame 42, and FIG. 1 shows a state where it is lowered to the lowest position. The upper horizontal fence 51b is fixed over the upper ends of the pair of vertical fences 51a, and the intermediate horizontal fence 51c is extended over the middle part. The intermediate horizontal fence 51c is slidable in the longitudinal direction of the vertical fence 51a with respect to the vertical fence 51a, and is a through hole (not shown) that matches a through hole 53a formed in the center of the vertical fence 51a. The vertical fence 51a and the intermediate horizontal fence 51c are fixed by inserting a fixing bolt (not shown) through these through holes 53a and the through holes formed in the intermediate horizontal fence 51c and tightening the nuts. It is like that. In FIG. 1 , the intermediate horizontal fence 51c is not fixed to the vertical fence 51a.

前記上部水平柵51bの両端部には掛止手段を構成する固定用透孔53bが形成されており、鉛直柵51aを上昇させた場合には、この固定用透孔53bが、当該鉛直柵51aと前記Uボルト52を介して連繋させてあるガセット42eの上方に位置しているガセット42eに形成された掛止手段を構成する固定用透孔53cと合致し、これら固定用透孔53b、53cに掛止手段を構成する固定ボルトを挿通させてナットを締め付けることにより、上側水平枠51bがガセット42eに掛け渡されて固定され、安全柵51が固定された状態となる。 At both ends of the upper horizontal fence 51b, fixing through holes 53b constituting a latching means are formed, and when the vertical fence 51a is raised, the fixing through holes 53b are formed in the vertical fence 51a. And the fixing through holes 53c constituting the latching means formed on the gusset 42e located above the gusset 42e connected to the U bolt 52 via the U bolt 52, and these fixing through holes 53b, 53c By inserting a fixing bolt that constitutes a latching means and tightening a nut, the upper horizontal frame 51b is stretched over and fixed to the gusset 42e, and the safety fence 51 is fixed.

以上により構成される構成されるベント設備1を組み立てるには、前記横継枠41〜44のいずれも工場で予め組み立て、これらをトラックで輸送する。この場合、横継枠41〜44はほぼ以下の寸法(水平方向×高さ)であるから、
横継枠41 1720mm×600mm
横継枠42 1720mm×1725mm
横継枠43 2720mm×600mm
横継枠44 2720mm×1725mm
横継枠44が最大のものであり、いずれもトラックに積載して運搬することが可能である。また、必要な高さを組み立てることができる組み合わせでこれら横継枠41〜44と、必要な横継枠41〜44を連結するのに要する支柱部材31〜34を架設現場まで輸送する。さらに、前記安全柵51と足場板61とも横継枠42、44と共に輸送されて架設現場に搬入される。
In order to assemble the vent equipment 1 configured as described above, all of the horizontal connecting frames 41 to 44 are assembled in advance at the factory, and these are transported by truck. In this case, since the transverse frames 41 to 44 are approximately the following dimensions (horizontal direction x height)
Transverse frame 41 1720mm × 600mm
Transverse frame 42 1720mm × 1725mm
Transverse frame 43 2720mm × 600mm
Transverse frame 44 2720mm × 1725mm
The horizontal connection frame 44 is the largest one, and any of them can be loaded on a truck and transported. Further, these horizontal connecting frames 41 to 44 and the supporting column members 31 to 34 required to connect the required horizontal connecting frames 41 to 44 are transported to a construction site in a combination capable of assembling a required height. Further, both the safety fence 51 and the scaffolding plate 61 are transported together with the transverse frames 42 and 44 and carried into the erection site.

架設現場では横継枠41〜44に対応する支柱部材31〜34を、横継枠41〜44のガセット41e、41f、42e、42f、43f、43g、44e、44fと支柱部材31〜34のガセット37とをそれぞれのボルト孔41g、42g、43f、44gとボルト孔37aとを介してボルト・ナットにより固定する。ベント設備1が所望の高さとなるように、支柱部材31〜34を継ぎ手用フランジ36をボルト孔36aを介してボルト・ナットにより固定して組み合わせて積み上げる。また、ベント設備1が所望の長さと幅となるように、支柱部材31〜34を挟んで横継枠41〜44を組み合わせる。   At the construction site, the supporting members 31 to 34 corresponding to the connecting frames 41 to 44 are replaced with the gussets 41e, 41f, 42e, 42f, 43f, 43g, 44e, 44f of the connecting members 41 to 44 and the supporting members 31 to 34. 37 is fixed by bolts and nuts through the respective bolt holes 41g, 42g, 43f, 44g and the bolt holes 37a. The support members 31 to 34 are piled together by fixing the joint flanges 36 with bolts and nuts through bolt holes 36a so that the vent facility 1 has a desired height. Further, the transverse joint frames 41 to 44 are combined with the support members 31 to 34 interposed therebetween so that the vent facility 1 has a desired length and width.

図7及び図8に示すベント設備1は、幅3000mm、長さ12000mm、高さ18750mmの大きさのものを示している。すなわち、隣接する作業部櫓間の距離L1と幅L2を3000mmとし、作業部櫓の幅L3を2000mmとして長さを12000mmとしてある。このベント設備1では、6本の長尺支柱部材31を2列にして4段に配し、その上部に第1中尺支柱部材32を2段にして配し、その上部に1段の第2中尺支柱部材33を配し、その上部に1段の短尺支柱部材34を配してある。ベント設備1の前記階段5が内側に配される作業部櫓を構成する組の2本の支柱3に、下から順に横継枠42が4段に積み上げられる。また、これらの作業部櫓同士の間の部分には、上下に重ねられた長尺支柱部材31のガセット37を介して横継枠44が組み込まれる。すなわち、図7に示すように、上下方向で、横継枠42と横継枠44とが水平方向の位置をずらして交互に組み込まれる。このため、長尺支柱部材31に取り付けられたガセット37間の距離と、この長尺支柱部材31を重ねた状態における下位に位置した長尺支柱部材31の上側のガセット37と上位に位置した長尺支柱部材31の下側のガセット37との間の距離を等しくしてある。なお、この長さ方向に配される横継枠44には前記踏み板支持材44hは設けられていない。また、図8に示すように、幅方向では、横継枠44が4段に積み上げられる。 The vent facility 1 shown in FIGS. 7 and 8 has a width of 3000 mm, a length of 12000 mm, and a height of 18750 mm. In other words, the distance L 1 and the width L 2 between the adjacent working parts are set to 3000 mm, the width L 3 of the working parts is set to 2000 mm, and the length is set to 12000 mm. In this vent facility 1, six long strut members 31 are arranged in four rows in two rows, a first medium strut member 32 is arranged in two rows on the top, and a first step on the top. 2 A medium-sized column member 33 is arranged, and a single short column member 34 is arranged on the upper part thereof. The transverse frames 42 are stacked in four steps in order from the bottom on the two struts 3 of the set that constitutes the working unit with the staircase 5 of the vent facility 1 disposed inside. In addition, a transverse frame 44 is incorporated in a portion between these working members by way of a gusset 37 of a long column member 31 that is vertically stacked. That is, as shown in FIG. 7, the horizontal joint frame 42 and the horizontal joint frame 44 are alternately assembled in the vertical direction with the horizontal position shifted. For this reason, the distance between the gussets 37 attached to the long column member 31 and the length positioned above the gusset 37 above the long column member 31 in the state where the long column members 31 are stacked. The distance from the lower gusset 37 of the length support member 31 is made equal. Note that the tread plate support material 44h is not provided in the transverse frame 44 arranged in the length direction. Further, as shown in FIG. 8, the transverse frame 44 is stacked in four stages in the width direction.

前記横継枠42を支持した長尺支柱部材31の上部に積み上げられた2段の第1中尺支柱部材32には前記横継枠41が連結されており、この第1中尺支柱部材32に積み上げられた1段の第2中尺支柱部材33には横継枠41が連結されている。この第2中尺支柱部材33に積み上げられた前記短尺支柱部材34には横継材46が組み込まれている。   The transverse joint frame 41 is connected to a first intermediate pillar member 32 in two stages stacked on the upper part of the long pillar member 31 supporting the transverse frame 42, and the first intermediate pillar member 32. A horizontal joint frame 41 is connected to the second medium-sized column member 33 stacked in a single stage. A transverse member 46 is incorporated in the short column member 34 stacked on the second medium column member 33.

また、前記横継枠44の最上位のものは、その上側のガセット44eは前記第1中尺支柱部材32の下側のガセット37に連結されて組み込まれている。このため、長尺支柱部材31に取り付けられたガセット37間の距離と、長尺支柱部材31に第1中尺支柱部材32を重ねた状態で、長尺支柱部材31の上側のガセット37と第1中尺支柱部材32の下側のガセット37との間の距離を等しくしてある。そして、横継枠44の上方には、前記2段に積み上げられた第1中尺支柱部材32に前記横継枠43がそれぞれ連結されている。さらに、この横継枠43の上には前記短尺支柱部材34に横継材47が架け渡されている。   The uppermost gusset 44e of the horizontal joint frame 44 is incorporated by being connected to the lower gusset 37 of the first medium strut member 32. For this reason, the distance between the gussets 37 attached to the long column member 31 and the state that the first medium column member 32 is stacked on the long column member 31 and the upper gusset 37 of the long column member 31 The distance from the lower gusset 37 of the 1 medium strut member 32 is made equal. Above the horizontal connecting frame 44, the horizontal connecting frame 43 is connected to the first medium strut members 32 stacked in two stages. Further, on the transverse frame 43, a transverse member 47 is bridged over the short column member 34.

また、幅方向では、図8に示すように、前記2段に積まれた第1中尺支柱部材32とその上に積まれた1段の第2中尺支柱部材33には、横継枠43が組み込まれる。さらに、前記第2中尺支柱部材33の上に積まれた短尺支柱部材34には横継材47が架け渡される。   Further, in the width direction, as shown in FIG. 8, the first medium strut member 32 stacked in two steps and the first second medium strut member 33 stacked thereon have a transverse frame. 43 is incorporated. Further, a transverse member 47 is bridged over the short column member 34 stacked on the second medium column member 33.

そして、前記最上位の短尺支柱部材34に枕桁6が架け渡され、この枕桁6に主桁7が積み重ねられ、この主桁7に床版8が架設される。   Then, a pillow girder 6 is bridged on the uppermost short column member 34, a main girder 7 is stacked on the pillow girder 6, and a floor slab 8 is installed on the main girder 7.

架設現場に搬入された横継枠41〜44と支柱31〜34等を組み立ててパイプベントを構築する際、下位に位置している横継枠42に支持されている足場板61を順次組み立てながら行う。この足場板61を組み立てるには、前記支持板62を横継枠44の下側水平材44bに掛け渡す。この支持板62は作業員により搬入されるものであるが、人力で搬入することができる重量のもので十分である。前記足場板61をヒンジ61aを中心として揺動させて、横継枠44に掛け渡された支持板62に該足場板61の先端部を載置させれば、足場板61が設置された状態となる。すなわち、クレーン等の荷役機器を利用しなくとも、足場板61を所定の位置に設置することができる。   When constructing a pipe vent by assembling the transversal frames 41-44 and the columns 31-34 etc. carried into the construction site, while assembling the scaffolding plates 61 supported by the transversal frame 42 located at the lower level sequentially Do. In order to assemble the scaffold plate 61, the support plate 62 is hung on the lower horizontal member 44b of the transverse frame 44. The support plate 62 is carried in by an operator, but a weight that can be carried in manually is sufficient. When the scaffold plate 61 is swung around the hinge 61a and the tip of the scaffold plate 61 is placed on the support plate 62 spanned over the transverse frame 44, the scaffold plate 61 is installed. It becomes. That is, the scaffold board 61 can be installed at a predetermined position without using a cargo handling device such as a crane.

また、前記安全柵51は、前記横継枠42、44が組み立てられたならば、前記鉛直柵51aを前記Uボルト52に対して上昇させて、前記上部水平柵51bの両端部の固定用透孔53bをガセット42e、44eの固定用透孔53cと合致させて、固定ボルトにより固定する。また、前記中間水平柵51cの図示しない透孔を鉛直柵51aの透孔53aに合致させて固定ボルトで固定する。これにより、安全柵51を所定の位置に設置することができる。   In addition, the safety fence 51, when the transverse frames 42, 44 are assembled, raises the vertical fence 51a with respect to the U-bolt 52 to fix the both ends of the upper horizontal fence 51b. The holes 53b are aligned with the fixing through holes 53c of the gussets 42e and 44e, and fixed with fixing bolts. Further, a through hole (not shown) of the intermediate horizontal fence 51c is matched with the through hole 53a of the vertical fence 51a and fixed with a fixing bolt. Thereby, the safety fence 51 can be installed at a predetermined position.

この発明に係るパイプベント構造によれば、予め工場において組み立てた横継枠をトラックで橋梁の架設現場に輸送できるので、いわゆるプレハブ化されることにより、ベント設備の組立・分解の工期を短縮することができ、パイプベントに組み込まれる足場板や安全柵を予め横継枠に保持させることにより、これらの部材の搬入の簡素化を図ることができ、橋梁の建設の簡便化や工期の短縮化に寄与する。   According to the pipe vent structure according to the present invention, the joint frame assembled in advance in the factory can be transported to the bridge construction site by a truck, so that the construction period of the vent equipment is shortened by so-called prefabrication. It is possible to simplify the loading of these members by shortening the construction period and shortening the construction period by holding the scaffolding plate and safety fence incorporated in the pipe vent in advance in the transverse frame. Contribute to.

1 ベント設備
2 敷桁
3 支柱
41〜44 横継枠
41a 上側水平材
41b 下側水平材
41c 斜材
42a 上側水平材
42b 下側水平材
42c 斜材
43a 上側水平材
43b 下側水平材
43c 斜材
44a 上側水平材
44b 下側水平材
44c 斜材
46 横継材
47 横継材
5 階段
6 枕桁
7 主桁
8 床版
51 安全柵
51a 鉛直柵
51b 上部水平柵
51c 中間水平柵
52 Uボルト
53a 透孔
53b 固定用透孔
61 足場板
61a ヒンジ
62 支持板
62a 固定板
1 Vent equipment 2 Girder 3 Prop
41-44 Transverse frame
41a Upper horizontal material
41b Lower horizontal material
41c diagonal
42a Upper horizontal material
42b Lower horizontal material
42c diagonal
43a Upper horizontal material
43b Lower horizontal material
43c diagonal
44a Upper horizontal material
44b Lower horizontal material
44c diagonal
46 Joint material
47 Transit material 5 Stairs 6 Pillow girder 7 Main girder 8 Floor slab
51 Safety fence
51a Vertical fence
51b Upper horizontal fence
51c Intermediate horizontal fence
52 U bolt
53a Through hole
53b fixing hole
61 Scaffolding board
61a hinge
62 Support plate
62a fixed plate

Claims (1)

橋梁等の架設工事の際に、架設される部材を仮受けさせるベント設備であって、支柱材に鋼管を用い、複数の支柱部材を横継枠で連結させたパイプベント構造において、
前記横継枠を上下の水平材と上下の横継枠間に掛け渡した斜材とにより構成し、
前記横継枠に昇降自在に安全柵を支持させ、上昇時に該安全柵の上端部を止着させる掛止手段を、該横継枠の上方に配されているガセットに設け、
前記安全柵は、前記横継枠の輸送時には下降させた位置に位置付かせ、ベントの組立時には上昇させて前記掛止手段により上端部を止着させることを特徴とするパイプベント構造。
In the pipe vent structure in which a steel pipe is used as a support material and a plurality of support members are connected by a transverse frame in the venting facility for temporarily receiving a member to be installed at the time of construction work such as a bridge.
The transverse frame is composed of upper and lower horizontal members and diagonal members spanned between the upper and lower transverse frames,
A safety means is supported on the transverse frame so that the safety fence can be raised and lowered, and a hooking means for fastening the upper end of the safety fence at the time of ascent is provided in the gusset arranged above the transverse frame,
It said safety fence, pipe vent structure characterized in that said at horizontal joint frame transport crowned located at a position lowered, during assembly of the vent is fastened more upper portion to the latching means is raised.
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Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0931923A (en) * 1995-07-20 1997-02-04 Tatsuo Ono Supporting
JP2001159231A (en) * 1999-12-03 2001-06-12 Asahi Sangyo Kk Temporary structure and its construction method

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0931923A (en) * 1995-07-20 1997-02-04 Tatsuo Ono Supporting
JP2001159231A (en) * 1999-12-03 2001-06-12 Asahi Sangyo Kk Temporary structure and its construction method

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