JPS6217206A - Short-time construction of shelter - Google Patents
Short-time construction of shelterInfo
- Publication number
- JPS6217206A JPS6217206A JP15575785A JP15575785A JPS6217206A JP S6217206 A JPS6217206 A JP S6217206A JP 15575785 A JP15575785 A JP 15575785A JP 15575785 A JP15575785 A JP 15575785A JP S6217206 A JPS6217206 A JP S6217206A
- Authority
- JP
- Japan
- Prior art keywords
- unit
- shelter
- construction
- self
- 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.)
- Granted
Links
Landscapes
- Devices Affording Protection Of Roads Or Walls For Sound Insulation (AREA)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
〔産業上の利用分野〕
本発明は、既設の鉄道路線または自動車道に建設詩間が
短時間でかつ安全に施工できるシェルタの施工方法に関
する。DETAILED DESCRIPTION OF THE INVENTION [Field of Industrial Application] The present invention relates to a method for constructing a shelter on an existing railway line or motorway, which can be constructed in a short period of time and safely.
既設の鉄道路線または自動車道にシェルタを建設する場
合の従来工法を第6図に示す。(a)はシェルタの側面
図、(b)はシェルタの断面図で鉄骨部材の建方を示し
ており、鉄骨工事の完成後(C)のシェルタ側面図に示
す如く屋根、壁材などの外装材を取り付ける方法が一般
的である。この従来工法によれば、路線または道路上に
揚重され取り付けられる部材数が多く、従って路線また
は道路上での作業時間が多くなる欠点がある。その結果
、鉄道や道路の運行に支障をきたすか、さもなければ、
1日の施工時間を規制して行う場合には工期が長期化す
るなどの問題がある0例えば既設新幹線の路線上で工事
を行う場合には、施工時間は深夜間に3時間程度に規制
される。Figure 6 shows the conventional construction method for constructing a shelter on an existing railway line or highway. (a) is a side view of the shelter, (b) is a cross-sectional view of the shelter showing how the steel members are erected, and after the steel work is completed, the exterior of the roof, wall materials, etc. is shown in the side view of the shelter (C). A common method is to attach wood. According to this conventional construction method, a large number of members are lifted and installed on the route or road, and therefore, there is a drawback that the work time on the route or road is increased. As a result, railway or road operations may be disrupted or otherwise
If construction hours are regulated per day, there are problems such as the construction period becoming longer.For example, when construction is carried out on an existing Shinkansen line, the construction time is regulated to about 3 hours in the middle of the night. Ru.
また施工の安全性においても、従来工法では路線または
道路上での作業時間が多くなることや部材数が多いこと
からも事故、災害の発生確率が高いといえる。In addition, in terms of construction safety, conventional construction methods have a high probability of accidents and disasters due to the long working hours on the route or road and the large number of parts.
既設の鉄道路線または自動車道にシェルタを建設する場
合、従来工法では、鉄道や道路の運行に支障をきたすこ
となく1日の施工時間を規制して施工するため、工事が
長期化する問題があった。When constructing a shelter on an existing railway line or highway, conventional construction methods have the problem of prolonging the construction process because the construction hours are regulated each day without interfering with railway or road operations. Ta.
また従来工法では、路線または道路上での作業部材が多
く、事故、災害の発生確率も高かった。In addition, with conventional construction methods, many parts are worked on the route or road, and the probability of accidents and disasters occurring is high.
本発明はこれらの問題点を解決するために提案されたも
のであり、シェルタを短時間で安全に施工する方法を提
供するものである。The present invention was proposed to solve these problems, and provides a method for safely constructing a shelter in a short time.
本発明は上述の問題を解決するもので、次の技術手段を
とった。すなわち、
l)シェルタを骨組を有する自立部材(以下Aユニット
という)、連結部材(以下Bユニットという)の各揚重
単位ごとに、予め鉄道路線または自動車道の近傍におい
て大組みする。The present invention solves the above-mentioned problems and takes the following technical measures. That is, l) The shelter is assembled in advance in the vicinity of the railway line or motorway for each lifting unit of a self-supporting member having a frame (hereinafter referred to as A unit) and a connecting member (hereinafter referred to as B unit).
?)複数のAユニットを一定間隔毎に鉄道路線または自
動車道を跨渡して基礎に固定する。? ) A plurality of A units are fixed to the foundation at regular intervals across a railway line or motorway.
3)各Aユニット間にBユニットを取り付ける。3) Install B unit between each A unit.
4)なお、AユニットとBユニットの連結部の連結作業
に必要な空所を被覆する部材(以下Cユニットという)
も可及的に一体化しておき、これを取付るとシェルタの
施工が完了する。4) In addition, a member that covers the empty space necessary for the connection work of the connecting part of A unit and B unit (hereinafter referred to as C unit)
The shelter should be integrated as much as possible, and once this is installed, the construction of the shelter will be completed.
シェルタを、骨組を有し自立できるAユニットと、この
自立部材を連結するBユニットの各揚重単位ごとに列車
の運行や車輌の交通に支障のない工事現場近傍で組立て
、交通が休止される時間に、シェルタの建設は基礎の上
にAユニットを一定間隔ごとに立設し、この間隔をBユ
ニットで連結して施工するので、多数のAユニットの立
設を短時間で施工し、自立しているAユニー/1・間を
Bユニットで連結するので、取付は部材数が著減し、建
設作業時間が大幅に減少するため施工時間が短縮し、ま
た安全性も向上する。 Aユニットは標準型でBユニッ
トで曲線軌道の場合長手方向の寸法差にも対応できるよ
うにしている。Aユニットの据付・製作誤差もここで吸
収できる。The shelter will be assembled in the vicinity of the construction site where there will be no hindrance to train operation or vehicle traffic, and the shelter will be assembled in the vicinity of the construction site where there will be no hindrance to train operation or vehicle traffic, for each lifting unit: A unit that has a frame and can stand on its own, and B unit that connects this self-supporting member. In order to construct a shelter, A units are erected on the foundation at regular intervals, and these intervals are connected by B units. Therefore, a large number of A units can be erected in a short time, and the shelter can become self-sustaining. Since the A units and 1 units are connected by the B unit, the number of parts required for installation is significantly reduced, and the construction work time is significantly reduced, which shortens construction time and improves safety. The A unit is a standard type, and the B unit is designed to accommodate dimensional differences in the longitudinal direction in the case of a curved track. Installation and manufacturing errors of the A unit can also be absorbed here.
本発明方法の実施例を第1図〜第5図に示す。 Examples of the method of the present invention are shown in FIGS. 1 to 5.
第1 図ハA :x、 =ッ)1.B1ニツ)2.CL
ユニット3ら構成されたシェルタの斜視図、第2図はB
ユニット2の斜視図、第3図はCユニット3の斜視図、
第4図はシェルタの組立て工程図であり、(a)はAユ
ニットの組立て状況を、(b)はBユニットの組立て状
況を、(C)はCユニットの組立て状況を示している。Figure 1 C: x, = 1. B1 Nitsu) 2. C.L.
A perspective view of the shelter consisting of unit 3, Figure 2 is B
A perspective view of unit 2, FIG. 3 is a perspective view of C unit 3,
FIG. 4 is an assembly process diagram of the shelter, in which (a) shows the assembly status of the A unit, (b) shows the assembly status of the B unit, and (C) shows the assembly status of the C unit.
第5図はBユニット2の屋根パネル用仮設添え材の側面
図を示している。FIG. 5 shows a side view of the temporary splint for the roof panel of the B unit 2.
図から明らかなように、Aユニットlは2木の主フレー
ム5と外装材を支える複数の受梁6からなる骨組と、こ
の骨組に取付られた外装材とから構成されている。As is clear from the figure, the A unit 1 is composed of a frame consisting of a two-wooden main frame 5, a plurality of support beams 6 that support exterior materials, and exterior materials attached to this framework.
Bユニット2は、主フレーム5はなく、外装材を支える
受梁6と外装材からなる壁パネル7と屋根パネル8から
構成される。ここで注目すべきことは、Aユニット1.
Bユニット2の外装材は受梁6の両端部まで完全に取付
けるのではなく、Aユニットl、Bユニット2の揚重や
Aユニット1、Bユニット2間の接合作業を容易にする
ため、受梁6の両端部の外装材を一部省略していること
である。The B unit 2 does not have a main frame 5 and is composed of a support beam 6 that supports the exterior material, a wall panel 7 made of the exterior material, and a roof panel 8. What should be noted here is A unit 1.
The exterior material of B unit 2 is not completely attached to both ends of the support beam 6, but in order to facilitate the lifting of A unit 1 and B unit 2 and the joining work between A unit 1 and B unit 2. Part of the exterior material at both ends of the beam 6 is omitted.
Cユニット3はAユニット1.Bユニッ)217)外装
材を省略した部分を補うための折板状のカバー9であり
、シェルタの外装を最終的に連続させるためのものであ
る。C unit 3 is A unit 1. B unit) 217) This is a folded plate-shaped cover 9 to supplement the part where the exterior material is omitted, and is for finally making the exterior of the shelter continuous.
シェルタの建設手順は第4図の組立工程図に示す、予め
工事現場近傍で組立て、仕上げられたAユニツ)1.B
ユニット2、Cユニッ) 3(7)つち、(a)に示す
ように最初にAユニットlを路線上に揚重してコンクリ
ート基礎4上に据付ける。適当数のAユニット1を等間
隔に据付は完了後、(b)に示すようにBユニット2を
Aユニットlの間に取付ける。すなわち、壁パネル7を
両側に取付けた後、屋根パネル8を取付ける。工程の都
合により壁パネル7は後付けする場合もある。The construction procedure for the shelter is shown in the assembly process diagram in Figure 4.A units, which have been assembled and finished in advance near the construction site)1. B
Unit 2, Unit C) 3(7) First, as shown in (a), unit A is lifted onto the railway line and installed on the concrete foundation 4. After completing the installation of an appropriate number of A units 1 at equal intervals, the B unit 2 is installed between the A units 1 as shown in (b). That is, after the wall panels 7 are attached to both sides, the roof panel 8 is attached. Depending on the process, the wall panel 7 may be added later.
Bユニット2の屋根パネル8を揚重する場合はBユニッ
ト2の自重の支えと、変形防出のため第5図に示す仮設
添え材を使用する。Aユニット1、Bユニット2の据付
は完了後(c)に示すようにCユニット3を取付け、建
設の一工程が完了することとなる。When lifting the roof panel 8 of the B unit 2, a temporary splint shown in FIG. 5 is used to support the weight of the B unit 2 and prevent deformation. After the installation of A unit 1 and B unit 2 is completed, C unit 3 is installed as shown in (c), completing one stage of construction.
なお、実施例ではBユニット2を壁パネル7と屋根パネ
ル8に分けて施工したものを図示しているが、これらを
予め一体化しておいて一度に施工してもよい。In the embodiment, the B unit 2 is shown constructed separately into a wall panel 7 and a roof panel 8, but these may be integrated in advance and constructed at once.
従来工法で、例えば1日の施工時間を3時間に規制した
場合、1日あたりのシェルタ建設の進捗状況は桁行長さ
2m(平均値)の実績値に対し本発明法の実施によれば
このh借景上の作業速度が実証された。このほか高所作
業の頻度が減少するため作業の安全性が高まり、また、
予めユニットを組立てるため製品の品質管理が確実に行
えるなどの効果を奏する。For example, if the construction time per day is regulated to 3 hours using the conventional construction method, the progress of shelter construction per day will be as follows with the implementation of the method of the present invention compared to the actual value of the girder line length of 2 m (average value). h The work speed on borrowed scenery was demonstrated. In addition, work safety is increased because the frequency of work at height is reduced, and
Because the units are assembled in advance, product quality control can be ensured.
第1図はA、B、C13ユニツトから構成されるシェル
タの斜視図、第2図はBユニットの斜視図、第3図はC
ユニットの斜視図、第4図はシェルタの組立工程図であ
り、(a)はAユニットの組立て工程図、(b)はBユ
ニットの組立て工程図、(C)はCユニットの組立て工
程図を示している。第5図はBユニットa根パネル用仮
設添え材の側面図、第6図は従来工法図であり、(a)
はシェルタ鉄骨工事中の側面図、(b)はシェルタの断
面図、(C)はシェルタの外装工事中の側面図を示して
いる。
1・・・Aユニット 2・・・Bユニット3・・・
Cユニット 4・・・コンク!J−)2&礎5・・
・主フレーム 6・・・受梁7・・・壁パネル
8・・・屋根パネル9・・・折板状のカバーFigure 1 is a perspective view of the shelter consisting of A, B, and C13 units, Figure 2 is a perspective view of the B unit, and Figure 3 is the C
The perspective view of the unit and Figure 4 are the assembly process diagrams of the shelter, (a) is the assembly process diagram of the A unit, (b) is the assembly process diagram of the B unit, and (C) is the assembly process diagram of the C unit. It shows. Figure 5 is a side view of the temporary splint for B unit a root panel, Figure 6 is a diagram of the conventional construction method, (a)
(b) is a cross-sectional view of the shelter, and (C) is a side view of the shelter during exterior construction. 1...A unit 2...B unit 3...
C Unit 4...Conch! J-)2 & Foundation 5...
・Main frame 6... Beam 7... Wall panel
8... Roof panel 9... Folded plate-like cover
Claims (1)
る方法において、該シェルタを骨組を有する自立部材と
、該自立部材を連結する部材との各揚重単位ごとに大組
みし、複数の前記自立部材を一定間隔毎に鉄道路線また
は自動車道を跨渡して基礎に固定し、次いで前記連結部
材を前記自立部材間に補間固定して建設することを特徴
とするシェルタの短時間施工方法。1. In a method of constructing a shelter on an existing railway line or highway, the shelter is assembled in large scale for each lifting unit of a self-supporting member having a frame and a member connecting the self-supporting members, and a plurality of said self-supporting members are assembled. A short-time construction method for a shelter, characterized in that the structure is constructed by straddling a railway line or a motorway at regular intervals and fixing it to a foundation, and then interpolating and fixing the connecting members between the self-supporting members.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP15575785A JPS6217206A (en) | 1985-07-15 | 1985-07-15 | Short-time construction of shelter |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP15575785A JPS6217206A (en) | 1985-07-15 | 1985-07-15 | Short-time construction of shelter |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS6217206A true JPS6217206A (en) | 1987-01-26 |
JPH04124B2 JPH04124B2 (en) | 1992-01-06 |
Family
ID=15612744
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP15575785A Granted JPS6217206A (en) | 1985-07-15 | 1985-07-15 | Short-time construction of shelter |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS6217206A (en) |
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2007162219A (en) * | 2005-12-09 | 2007-06-28 | Tomohide Nakamura | Conset (r) of gogyo planning |
-
1985
- 1985-07-15 JP JP15575785A patent/JPS6217206A/en active Granted
Cited By (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2007162219A (en) * | 2005-12-09 | 2007-06-28 | Tomohide Nakamura | Conset (r) of gogyo planning |
Also Published As
Publication number | Publication date |
---|---|
JPH04124B2 (en) | 1992-01-06 |
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