JPH06101213A - Rotary erection of arch - Google Patents
Rotary erection of archInfo
- Publication number
- JPH06101213A JPH06101213A JP25133192A JP25133192A JPH06101213A JP H06101213 A JPH06101213 A JP H06101213A JP 25133192 A JP25133192 A JP 25133192A JP 25133192 A JP25133192 A JP 25133192A JP H06101213 A JPH06101213 A JP H06101213A
- Authority
- JP
- Japan
- Prior art keywords
- pin
- arch
- keepers
- pedestals
- crane
- 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
- NJPPVKZQTLUDBO-UHFFFAOYSA-N novaluron Chemical compound C1=C(Cl)C(OC(F)(F)C(OC(F)(F)F)F)=CC=C1NC(=O)NC(=O)C1=C(F)C=CC=C1F NJPPVKZQTLUDBO-UHFFFAOYSA-N 0.000 claims description 9
- 238000000034 method Methods 0.000 claims description 6
- 238000010276 construction Methods 0.000 description 2
- 229910000831 Steel Inorganic materials 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 230000001681 protective effect Effects 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
- 239000010959 steel Substances 0.000 description 1
Landscapes
- Bridges Or Land Bridges (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明と鉄道と道路、道路と道路
等において立体交差を必要とする場合、又は河川、運河
等で船舶の往来の頻繁な場所に架橋する場合、またはこ
れらの場所の防護工が必要なときに適用される保安防護
兼支持部材としてのアーチの架設工法に係るものであ
る。[Field of Industrial Application] The present invention and railroads and roads, roads and roads, etc., requiring a grade separation, or bridges in places where there are frequent traffic of ships in rivers, canals, or the like. The present invention relates to a method of constructing an arch as a security protection and supporting member which is applied when protective work is required.
【0002】[0002]
【従来の技術】従来、この種の工法においては多数の支
保工を使用してアーチ部材を所定位置に架設していた。2. Description of the Related Art Conventionally, in this type of construction method, a large number of supports have been used to lay an arch member at a predetermined position.
【0003】[0003]
【発明が解決しようとする課題】従って作業が繁雑で安
全性に問題があり、組立て場所を広くとらねばならず、
跨線橋の場合には、跨線部の交通遮断が長びく等の問題
点があった。本発明は前記従来技術の有する問題点に鑑
みて提案されたもので、その目的とする処は、施工性、
安全性に優れ、跨線部の交通遮断が最小限に抑制でき
る。Therefore, the work is complicated and there is a problem in safety, and the assembly place must be wide.
In the case of an overpass, there were problems such as long interruptions in traffic over the overpass. The present invention has been proposed in view of the problems of the above-described conventional technology, and the object of the present invention is workability,
The safety is excellent, and the traffic interruption at the overpass can be minimized.
【0004】[0004]
【課題を解決するための手段】前記の目的を達成するた
め、本発明に係るアーチの回転架設方法によれば、予め
所定位置に設置されたアーチ基礎上に、一双のピン受台
を設置し、次いで同両ピン受台のうち手前側のピン受台
にアーチの一端部をピンを介して連結するとともに、同
アーチを逆さまに組立て、次いでクレーンまたはウイン
チを利用して前記のように組立てられたアーチを手前側
のピンを中心として回転しながらアーチ先端を前記両ピ
ン受台のうち前方のピン受台に到達せしめ、同受台にピ
ンを介して前記アーチ他端部を連結するものである。In order to achieve the above object, according to the method for rotating and installing an arch according to the present invention, a pair of pin pedestals is installed on an arch foundation which is installed in a predetermined position in advance. Then, one end of the arch is connected to the pin pedestal on the front side of the both pin pedestals via a pin, the arch is assembled upside down, and then assembled by using a crane or winch as described above. While rotating the arch around the pin on the front side, the tip of the arch is made to reach the front pin receiving base of the both pin receiving bases, and the other end of the arch is connected to the receiving base via the pin. is there.
【0005】[0005]
【作用】本発明によれば予めアーチの設置位置にアーチ
基礎を設置するとともに、アーチの一端部及び他端部が
夫々結合される手前側のピン受台と前方のピン受台を設
置しておき、手前側のピン受台に架設されるべきアーチ
の一端部をピンを介して連結するとともに、同アーチを
上面側が開放された弧状となるように逆さまに組立て、
次いでクレーンまたはウインチを利用して前記のように
組立てられたアーチを、手前側のピンを中心として回転
させながら、同アーチの他端部を前方のピン受台に到達
せしめ、同受台にピンを介して前記アーチ他端部を連結
することによって、前記アーチを幅方向一括架設する。According to the present invention, the arch foundation is installed in advance at the installation position of the arch, and the front and rear pin pedestals to which one end and the other end of the arch are respectively connected are installed. Every other time, one end of the arch to be erected on the pin pedestal on the front side is connected via a pin, and the arch is assembled upside down so that the upper side is an arc shape,
Then, while rotating the arch assembled as above using a crane or winch, centering on the pin on the front side, let the other end of the arch reach the pin pedestal in the front, and pin it to the pedestal. By connecting the other ends of the arches via the, the arches are collectively installed in the width direction.
【0006】[0006]
【実施例】以下本発明を跨線橋の架設に適用した図示の
実施例について説明する。Aはクローラクレーンで、ク
ローラ1上に載架された旋回台2上に車体3が旋回自在
に装架され、同車体3にクレーンブーム4が起伏自在に
枢支されている。図中5a,5c,5d,5e及び6は
夫々前記クレーンブーム4の傾動を安定した状態で円滑
に遂行せしめるアーム及び支柱である。Embodiments Embodiments shown in the drawings in which the present invention is applied to the construction of an overpass will be described below. Reference numeral A denotes a crawler crane. A vehicle body 3 is rotatably mounted on a swivel base 2 mounted on a crawler 1, and a crane boom 4 is rotatably supported on the vehicle body 3. In the figure, 5a, 5c, 5d, 5e and 6 are an arm and a column for smoothly performing the tilting of the crane boom 4 in a stable state.
【0007】而して跨線橋の架設に際してはアーチ基礎
を設置し、アーチ部両側にタイビーム7を架設するとと
もに、同タイビーム上に一双のピン受台8a,8bを設
置する。而して図1に示すように手前側のピン受台とア
ーチBの一端部とを連結しながら、同アーチBが前記ク
ローラクレーンAの進行方向側に開放するように逆アー
チ状に組立て、このように組立てられたアーチBを、前
記クローラクレーンAを図1の矢印方向に移動せしめる
とともに、クレーンブーム4を利用して回転せしめ、前
記アーチBの他端部を、前方のピン受台8bに到達せし
め、同ピン受台8bとアーチBの他端部とをピンを介し
て連結する。When constructing the overpass, an arch foundation is installed, tie beams 7 are erected on both sides of the arch portion, and a pair of pin pedestals 8a and 8b are installed on the tie beam. Then, as shown in FIG. 1, while assembling the pin pedestal on the front side and one end of the arch B, the arch B is assembled in a reverse arch shape so as to open toward the traveling direction side of the crawler crane A, The crawler crane A is moved in the direction of the arrow in FIG. 1 and the crane B is used to rotate the thus-assembled arch B, and the other end of the arch B is connected to the front pin support 8b. Then, the pin receiving base 8b and the other end of the arch B are connected via a pin.
【0008】図4,図5は前記の方法を適用して構築し
た跨線橋で、Cは跨線橋の鋼床版桁部、Dは高欄を示
す。FIGS. 4 and 5 show an overpass constructed by applying the above method, where C is a steel deck girder portion of the overpass, and D is a balustrade.
【0009】[0009]
【発明の効果】本発明によれば前記したように、予め所
定位置に設置したアーチ基礎上に一双のピン受台を設置
しておき、同両ピン受台のうち手前側のピン受台にアー
チの一端部をピンを介して連結するとともに、同アーチ
を逆さまに組立てたのち、クレーンまたはウインチを利
用して前記したように逆さまに組立てられた前記アーチ
を手前側のピンを中心として回動しながら、前記両ピン
受台のうち前方のピン受台に前記アーチの先端を到達せ
しめ、ピンを介して連結することによって、アーチを架
設し、このように幅方向一括架設することによって跨線
部の交通遮断を最小ならしめ、従来のように多数の支保
工を使用することがないので安全性を向上し、作業を容
易ならしめ、また組立て場所が少なくて済み、架設現場
周辺に対する影響を最小限に抑制しうるものである。As described above, according to the present invention, a pair of pin pedestals is installed on the arch foundation previously set at a predetermined position, and the pin pedestal on the front side of the two pin pedestals is installed. Connect one end of the arch via a pin, assemble the arch upside down, and then use a crane or winch to rotate the arch assembled upside down as described above with the pin on the front side as the center. However, the tip of the arch is made to reach the pin pedestal in the front of the both pin pedestals, and the arch is erected by connecting through the pins, and thus the ridge is laid all together in the width direction, thereby straddling the bridge. Minimize traffic blockage of parts and improve safety by avoiding the use of a large number of supports as in the past, simplifying the work and requiring less space for assembly. Those capable of suppressing to a minimum.
【図1】本発明に係るアーチの回転架設方法の一実施例
の実施状況を示す立面図である。FIG. 1 is an elevational view showing an implementation state of an embodiment of a method of rotating and installing an arch according to the present invention.
【図2】図1の詳細を示す側面図である。FIG. 2 is a side view showing details of FIG.
【図3】図2の平面図である。FIG. 3 is a plan view of FIG.
【図4】本発明の方法によって構築された跨線橋の立面
図である。FIG. 4 is an elevational view of an overpass constructed by the method of the present invention.
【図5】図4の平面図で、右半部は骨組を示し、左半部
は舗装完成状態を示す。FIG. 5 is a plan view of FIG. 4, in which the right half shows the frame and the left half shows the pavement completed state.
【符号の説明】 A クローラクレーン B アーチ C 跨線橋の鋼床版桁 D 高欄 1 クローラ 2 旋回台 3 車体 4 クレーンブーム 5a アーム 5b アーム 5c アーム 5d アーム 5e アーム 6 支柱 7 タイビーム 8a ピン受台 8b ピン受台[Explanation of Codes] A Crawler Crane B Arch C Steel Bridge Deck Girder of Overpass D Trawl 1 Crawler 2 Swivel 3 Body 4 Crane Boom 5a Arm 5b Arm 5c Arm 5d Arm 5e Arm 6 Strut 7 Tie Beam 8a Pin Holder 8b Pin Received Stand
Claims (1)
に、一双のピン受台を設置し、次いで同両ピン受台のう
ち手前側のピン受台にアーチの一端部をピンを介して連
結するとともに、同アーチを逆さまに組立て、次いでク
レーンまたはウインチを利用して前記のように組立てら
れたアーチを手前側のピンを中心として回転しながらア
ーチ先端を前記両ピン受台のうち前方のピン受台に到達
せしめ、同受台にピンを介して前記アーチ他端部を連結
することを特徴とするアーチの回転架設方法。1. A pair of pin pedestals are installed on an arch foundation that is installed in advance at a predetermined position, and then one of the two pin pedestals is connected to the pin pedestal on the front side through a pin. While connecting them, assemble the arch upside down, then rotate the arch assembled as described above by using a crane or winch around the pin on the front side so that the arch tip is in front of the both pin pedestals. A method for rotating and constructing an arch, characterized in that the other end of the arch is connected to the pedestal via a pin.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP25133192A JPH0721167B2 (en) | 1992-09-21 | 1992-09-21 | How to rotate the arch |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP25133192A JPH0721167B2 (en) | 1992-09-21 | 1992-09-21 | How to rotate the arch |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH06101213A true JPH06101213A (en) | 1994-04-12 |
| JPH0721167B2 JPH0721167B2 (en) | 1995-03-08 |
Family
ID=17221232
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP25133192A Expired - Lifetime JPH0721167B2 (en) | 1992-09-21 | 1992-09-21 | How to rotate the arch |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0721167B2 (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114960465A (en) * | 2022-07-18 | 2022-08-30 | 中交路桥建设有限公司 | Chain lifting type cable-stayed bridge steel tower rotation construction method |
-
1992
- 1992-09-21 JP JP25133192A patent/JPH0721167B2/en not_active Expired - Lifetime
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN114960465A (en) * | 2022-07-18 | 2022-08-30 | 中交路桥建设有限公司 | Chain lifting type cable-stayed bridge steel tower rotation construction method |
| CN114960465B (en) * | 2022-07-18 | 2023-10-31 | 中交路桥建设有限公司 | Swivel construction method for steel tower of chain lifting cable-stayed bridge |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH0721167B2 (en) | 1995-03-08 |
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