JPH06146215A - Assembled bridge like arch bridge - Google Patents

Assembled bridge like arch bridge

Info

Publication number
JPH06146215A
JPH06146215A JP31796392A JP31796392A JPH06146215A JP H06146215 A JPH06146215 A JP H06146215A JP 31796392 A JP31796392 A JP 31796392A JP 31796392 A JP31796392 A JP 31796392A JP H06146215 A JPH06146215 A JP H06146215A
Authority
JP
Japan
Prior art keywords
panel
attached
bridge
concrete
stone
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
Application number
JP31796392A
Other languages
Japanese (ja)
Other versions
JP2566872B2 (en
Inventor
Koji Harada
孝治 原田
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Fukuyoshi Sangyo Kk
Original Assignee
Fukuyoshi Sangyo Kk
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 by Fukuyoshi Sangyo Kk filed Critical Fukuyoshi Sangyo Kk
Priority to JP4317963A priority Critical patent/JP2566872B2/en
Publication of JPH06146215A publication Critical patent/JPH06146215A/en
Application granted granted Critical
Publication of JP2566872B2 publication Critical patent/JP2566872B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Bridges Or Land Bridges (AREA)

Abstract

PURPOSE:To improve construction property by building framework consisting of steel member and concrete beam member on both banks and attaching concrete panel on which natural stones or imitation stones are attached on its outer periphery. CONSTITUTION:A foundation 9 is constructed by cast-in-place concrete on both sides, and a foundation panel 10 on which natural stones 11 are attached in the parts exposed to the outside is attached. Next, a framework consisting of concrete beam such as iron or PC beam is constructed across the foundation 9. Then, after a side panel 2 on which natural stones attached on the concrete panel are attached is attached on the side and upper and lower sections of the framework, a handrail 8 made of natural stones is mounted. Imitation stone concrete panel may be used instead of natural stone concrete panel. Consequently, it is possible to build the bridge without relying on professional stone mason, ensure safety sufficiently as regards to construction, shorten construction term by unitizing members at the factory, and keep the same appearance as the conventional bridge.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、公園や景勝地等の特に
景観を大切にする場所に築造する橋に関し、特に古来よ
り築造されてきた眼鏡橋の外観を有する、新規の眼鏡橋
風組立橋に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a bridge constructed in a place where landscape is particularly important, such as a park or a scenic spot, and more particularly to a new spectacle bridge-like assembled bridge having the appearance of a spectacle bridge that has been built since ancient times. It is a thing.

【0002】[0002]

【従来の技術】従来、眼鏡橋は眼鏡橋専門の石職人の手
によって築造されるもので、アーチ状の底部の輪石部分
から石材をせり合わせた状態で組み、その上に徐々に石
材を積み上げアーチ状にバランスがとれた状態で構造的
に安定するものである。
2. Description of the Related Art Conventionally, a spectacle bridge is constructed by a stone technician who specializes in spectacle bridges. It is assembled by staking stones from the stone part of the arch-shaped bottom, and stones are gradually piled up on the arch. It is structurally stable in a well-balanced state.

【0003】従来の眼鏡橋の築造手順は、次のような工
程で築造される。 眼鏡橋底部のアーチ状仮枠の組み立てを行う。 輪石をアーチ状の仮枠に沿って下部から順次上部に
積み上げ、最後に要石(輪石中央最上段部)をくさび状
に打ち込み輪石全体をせり合わせた状態で安定させる。 側面の壁用石材とその内側にも石材を積み上げなが
ら天端迄積み上げる。 床版部の石材を敷き、必要に応じて地覆石や高欄を
取り付ける。 最後にアーチ状の仮枠を撤去し、完成する。
The conventional eyeglass bridge construction procedure is as follows. Assemble the arch-shaped temporary frame at the bottom of the spectacle bridge. The stones are stacked along the arch-shaped temporary frame from the bottom to the top one by one, and finally the key stones (the uppermost step in the center of the stones) are driven into a wedge shape to stabilize the entire stones. The stones for the side wall and the stones inside are also piled up to the top. Laying stones on the floor slab and installing ground stones and balustrades if necessary. Finally, the arch-shaped temporary frame is removed and completed.

【0004】[0004]

【発明が解決しようとする課題】以上述べた眼鏡橋の築
造には、専門の熟練した石職人の存在が必須条件で、施
工にも構造上の観点から完全さが要求される。また、現
場において仮枠を組み立てたり、各部の形状や働きに応
じて石材の加工を行うので、工期が長期に及び費用も過
大にかかることが一般的である。
The construction of the above-mentioned eyeglass bridge requires the presence of a specialized stone mason, and construction is also required to be complete from a structural point of view. Further, since the temporary frame is assembled on site and the stone material is processed according to the shape and function of each part, it is common that the construction period is long and the cost is excessive.

【0005】しかし、一番の問題は専門の石職人の不足
である。その原因は、作業内容が重量物の石材を扱う重
労働で緻密な加工を必要とし、また構造上の要請で高度
の技術で完璧な施工が要求されることである。更に、明
治の時代に文明開化の影響から西洋から近代的橋梁築造
の技術が導入されたことにより、構造上不安が残り多数
の専門の石職人を必要とし長期間で過大な費用がかかる
古来からの在来現場石組眼鏡橋の築造は衰退し、それに
伴い石職人も激減した。現在では、古来からの工法で眼
鏡橋を築造できる石職人はほとんど無いといわれる程で
あり、在来工法での眼鏡橋は築造されていないのが実情
である。
However, the number one problem is the lack of specialized masons. The reason for this is that the work content is heavy labor for handling heavy stone materials, and requires precise processing, and due to structural requirements, perfect construction is required with high technology. Furthermore, due to the introduction of modern bridge construction technology from the West during the Meiji era due to the effects of civilization, structural insecurity remained and many specialized masons were required, and it took a long time and excessive cost. The construction of Ishigumi Meganebashi, which is a conventional site of, has declined, and the number of stone craftsmen has decreased sharply. At present, it is said that there are almost no stone craftsmen who can build spectacle bridges using the ancient construction method, and the actual situation is that spectacle bridges using the conventional construction method have not been constructed.

【0006】本発明は、以上のような諸事情により築造
困難な状態にある眼鏡橋が時代の変化に伴い景観を重視
し、自然と調和した施設として近年建設の要求が高まっ
てきているのに対応するものである。
The present invention responds to the need for construction in recent years as a facility that is in harmony with nature, because the glasses bridge that is difficult to build due to the above-mentioned circumstances places importance on the landscape along with the changes of the times. To do.

【0007】[0007]

【課題を解決するための手段】本発明は、両岸に架け渡
した構造材の骨組みの外周に天然石材貼コンクリートパ
ネル又は擬石コンクリートパネルを張り付けたことを特
徴とする眼鏡橋風組立橋である。
The present invention is an eyeglass bridge-like assembled bridge characterized in that a natural stone material-attached concrete panel or a pseudo-stone concrete panel is attached to the outer periphery of a framework of a structural material spanning both banks.

【0008】構造材としては、H形鋼等の鋼材、PC桁
やRC桁等のコンクリート桁材やこれらを組み合わせて
用いる。天然石材貼コンクリートパネル及び擬石コンク
リートパネルは公知技術にて製造することができる。
As structural materials, steel materials such as H-section steel, concrete girder materials such as PC girders and RC girders, and combinations thereof are used. The natural stone laminated concrete panel and the pseudo stone concrete panel can be manufactured by a known technique.

【0009】[0009]

【作用】本発明においては、表面部分に古来からの現地
築造と同じ外観を有する天然石材を張り込んだコンクリ
ート板又は表面を石積み風に仕上げた擬石コンクリート
板を張り付けるので、外観上従来の眼鏡橋とほとんど同
じ組立橋となる。
In the present invention, a concrete plate having natural stones installed on the surface portion, which has the same appearance as a local construction from ancient times, or a pseudo stone concrete plate having a masonry finish on the surface, is attached. It is almost the same as the assembly bridge.

【0010】構造材の骨組みは、工場で下ごしらえを行
い、ユニット化して現場に搬入し、組み立てることがで
きる。天然石材貼コンクリートパネル及び擬石コンクリ
ートパネルも、工場で予め天然石貼りのプレキャストコ
ンクリートパネル二次製品、石積み模様の擬石プレキャ
ストコンクリートパネル二次製品として製造し、現場で
はこれを張り付ける作業を行えばよいので、きわめて短
期間で築造することができる。
The skeleton of the structural material can be prepared at the factory, made into a unit, and then carried into the site and assembled. Natural stone laminated concrete panels and pseudo stone concrete panels are also manufactured as pre-cast concrete panel secondary products with natural stone and pseudo stone pre cast concrete panel secondary products with masonry patterns in advance at the factory, and it is sufficient to perform the work of attaching them on site. , Can be built in a very short time.

【0011】さらに、構造材で骨組みを作成し、内部は
空洞となるので、軽量で強度的にも信頼性がある。
Further, since the frame is made of the structural material and the inside is hollow, it is lightweight and reliable in strength.

【0012】[0012]

【実施例】以下実施例を表わした図面に基づいて本発明
を詳細に説明する。図1は本発明の1実施例たる組立橋
1の正面図、図2は平面図、図3は図1のA−A線断面
図、図4は図1のB−B線断面図、図5は組立橋1の骨
組みの略正面図、図6は図5のC−C線断面図である。
DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described in detail below with reference to the drawings showing the embodiments. 1 is a front view of an assembly bridge 1 which is an embodiment of the present invention, FIG. 2 is a plan view, FIG. 3 is a sectional view taken along line AA of FIG. 1, and FIG. 4 is a sectional view taken along line BB of FIG. 5 is a schematic front view of the skeleton of the assembly bridge 1, and FIG. 6 is a sectional view taken along the line CC of FIG.

【0013】組立橋1は鉄骨の構造材でなる骨組み2
0、側部パネル2、上部パネル3、底部パネル4、高欄
8、基礎9等からなる。
The assembling bridge 1 is a frame 2 made of steel structural material.
0, side panel 2, top panel 3, bottom panel 4, balustrade 8, foundation 9, etc.

【0014】橋を築造する両岸には、あらかじめ現場打
ちコンクリートで、基礎9を作成しておく。基礎9の外
部に露出する部分には表面に天然石11を貼った基礎パ
ネル10を張り付ける。
A foundation 9 is prepared in advance by using cast-in-place concrete on both sides of the bridge. A base panel 10 having a natural stone 11 attached to the surface is attached to the exposed portion of the base 9.

【0015】構造材として鉄骨を用いた骨組み20は、
両岸の基礎9にまたがって架設されている。骨組み20
は図5、6に示すような工場製作されたユニットを2個
連結してなり、この2個のユニットを現場に搬入してボ
ルト結合することにより完成される。この骨組み20
は、大きく分けて側部21と繋材22でなり、図5の形
状にH形鋼で組み立てられた両側の側部をH形またはコ
字形鋼の繋材22で連結する構造となっている。
The skeleton 20 using a steel frame as a structural material is
It is laid over the foundation 9 on both banks. Skeleton 20
Is formed by connecting two factory-made units as shown in FIGS. 5 and 6, and is completed by bringing these two units into the field and bolting them together. This skeleton 20
Is roughly divided into a side portion 21 and a connecting member 22, and has a structure in which both side portions assembled with H-shaped steel in the shape of FIG. 5 are connected with an H-shaped or U-shaped steel connecting member 22. .

【0016】基礎9に架設された骨組み10の周囲に
は、下側の側部パネル4、両側の側部パネル2、上側の
上部パネル3を張り付け、骨組み及び内部は完全に各パ
ネルに覆われて見えない状態になっている。図4等に示
すように、側部パネル2には天然石5が、上部パネル3
には天然石6が、底部パネル4には天然石7が貼ってあ
るので、外観は石造の眼鏡橋とほとんど変わらなくなっ
ている。最後に天然石の高欄8を取り付け完成する。
A lower side panel 4, both side panels 2 and an upper top panel 3 are attached to the periphery of a skeleton 10 installed on a foundation 9, and the skeleton and the inside are completely covered by each panel. It is invisible. As shown in FIG. 4, etc., the side panel 2 is provided with natural stones 5 and the upper panel 3
Since natural stones 6 are attached to the bottom panel 4 and natural stones 7 are attached to the bottom panel 4, the appearance is almost the same as the masonry bridge made of stone. Finally, the balustrade 8 of natural stone is attached and completed.

【0017】側部パネル2、上部パネル3、底部パネル
4及び基礎パネル10は、工場にてあらかじめコンクリ
ート二次製品として製造される。すなわち、底に天然石
を敷いたパネルの形枠にコンクリートを流し込み、硬化
させることにより天然石の貼り付いたコンクリートパネ
ルを製造するのである。また、コンクリートパネルを先
に製造し、これに天然石を接着材等で貼つけてもよい。
各パネル及び高欄は図示しないボルトで取り付けられ
る。
The side panel 2, the top panel 3, the bottom panel 4, and the foundation panel 10 are manufactured in advance as concrete secondary products in the factory. In other words, concrete is poured into a frame of a panel with natural stone laid on the bottom and cured to produce a concrete panel with natural stone attached. Alternatively, the concrete panel may be manufactured first and natural stone may be attached to the concrete panel with an adhesive or the like.
Each panel and balustrade are attached with bolts not shown.

【0018】本実施例においては、天然石貼コンクリー
トパネルを用いたが、擬石コンクリートパネルを用いて
もほぼ同様の外観を得ることができる。擬石コンクリー
トパネルは、形取りした樹脂を型枠内面に張り付け、こ
の型枠にコンクリートを流し込み硬化させる等の公知手
段にて製造される。また、本実施例においては、基礎を
現場打ちコンクリートとしたが、もちろんこれをプレキ
ャストコンクリートとすることも可能である。底部がほ
とんど見えない橋においては、底部パネルを省略して、
構造材を露出させてもよい。
In this embodiment, the natural stone-clad concrete panel is used, but a pseudo-stone concrete panel can be used to obtain almost the same appearance. The pseudo stone concrete panel is manufactured by a known means such as attaching a shaped resin to the inner surface of the mold and pouring the concrete into the mold to cure it. Further, in the present embodiment, the foundation is cast concrete, but it is also possible to use precast concrete as a matter of course. For bridges where the bottom is almost invisible, omit the bottom panel,
The structural material may be exposed.

【0019】[0019]

【発明の効果】本発明は、眼鏡橋専門の石職人が不要で
あり、構造材としてH形鋼等の鋼材やPC桁、RC桁等
のコンクリート桁を使用するため、構造上も充分に安全
が確保でき、アーチ状底面部での仮枠組み立ても不要で
ある。また、在来工法では一番手間のかかる石積み部
を、あらかじめ工場で製造した天然石材張りのプレキャ
ストパネル二次製品または石積み模様の擬石プレキャス
トパネル二次製品とすることにより、大幅に工期が短縮
される。外観上も古来からの現場築造工法となんら変わ
らないものとすることができる。
The present invention does not require a mason who specializes in spectacle bridges, and uses steel materials such as H-section steel and concrete girders such as PC girders and RC girders as structural materials. It can be secured, and it is not necessary to assemble a temporary frame on the arched bottom part. Also, in the conventional construction method, the masonry part, which is the most time-consuming, is a precast panel secondary product that is prefabricated with natural stone in the factory or a pseudo stone precast panel secondary product with a masonry pattern. It In terms of appearance, it can be no different from the site construction method from ancient times.

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

【図1】本発明の1実施例たる組立橋1の正面図であ
る。
FIG. 1 is a front view of an assembly bridge 1 according to an embodiment of the present invention.

【図2】組立橋1の平面図である。2 is a plan view of the assembly bridge 1. FIG.

【図3】図1のA−A線断面図である。3 is a cross-sectional view taken along the line AA of FIG.

【図4】図1のB−B線断面図である。FIG. 4 is a sectional view taken along line BB in FIG.

【図5】組立橋1の骨組みの略正面図である。FIG. 5 is a schematic front view of the skeleton of the assembly bridge 1.

【図6】図5のC−C線断面図である。6 is a cross-sectional view taken along the line CC of FIG.

【符号の説明】[Explanation of symbols]

1 組立橋 2 側部パネル 3 上部パネル 4 底部パネル 5 天然石 6 天然石 7 天然石 8 高欄 9 基礎 10 基礎パネル 11 天然石 20 骨組み 21 側部 22 繋材 1 Assembly Bridge 2 Side Panel 3 Top Panel 4 Bottom Panel 5 Natural Stones 6 Natural Stones 7 Natural Stones 8 Railings 9 Foundations 10 Foundation Panels 11 Natural Stones 20 Frames 21 Sides 22 Connecting Materials

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 両岸に架け渡した構造材の骨組みの外周
に天然石材貼コンクリートパネル又は擬石コンクリート
パネルを張り付けたことを特徴とする眼鏡橋風組立橋
1. A spectacle bridge-like assembled bridge characterized in that a natural stone material-attached concrete panel or a pseudo-stone concrete panel is attached to the outer periphery of a framework of structural material spanning both banks.
JP4317963A 1992-11-04 1992-11-04 Megane Bridge Wind Assembly Bridge Expired - Lifetime JP2566872B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP4317963A JP2566872B2 (en) 1992-11-04 1992-11-04 Megane Bridge Wind Assembly Bridge

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP4317963A JP2566872B2 (en) 1992-11-04 1992-11-04 Megane Bridge Wind Assembly Bridge

Publications (2)

Publication Number Publication Date
JPH06146215A true JPH06146215A (en) 1994-05-27
JP2566872B2 JP2566872B2 (en) 1996-12-25

Family

ID=18093952

Family Applications (1)

Application Number Title Priority Date Filing Date
JP4317963A Expired - Lifetime JP2566872B2 (en) 1992-11-04 1992-11-04 Megane Bridge Wind Assembly Bridge

Country Status (1)

Country Link
JP (1) JP2566872B2 (en)

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008115572A (en) * 2006-11-02 2008-05-22 Ihi Corp Arch bridge model
JP2010185233A (en) * 2009-02-13 2010-08-26 Yoshimoto Honke Sekizaiten:Kk Structure for reinforcing balustrade of stone bridge
CN109736180A (en) * 2019-03-03 2019-05-10 河北天振工程技术有限公司 The overpass that can quickly assemble
CN111335137A (en) * 2020-04-08 2020-06-26 深圳市市政设计研究院有限公司 Deck type arch bridge structure and construction method thereof

Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS53644A (en) * 1976-06-24 1978-01-06 Ishikawajima Tekko Kensetsu Erection method of unit slab in bridge erection construction work and crane for erection
JPH02190504A (en) * 1989-01-14 1990-07-26 Chugoku Concrete Kogyo Kk Precast reinforced concrete abutment
JPH0375683A (en) * 1989-08-16 1991-03-29 Toyota Motor Corp Display device for navigation

Patent Citations (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS53644A (en) * 1976-06-24 1978-01-06 Ishikawajima Tekko Kensetsu Erection method of unit slab in bridge erection construction work and crane for erection
JPH02190504A (en) * 1989-01-14 1990-07-26 Chugoku Concrete Kogyo Kk Precast reinforced concrete abutment
JPH0375683A (en) * 1989-08-16 1991-03-29 Toyota Motor Corp Display device for navigation

Cited By (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2008115572A (en) * 2006-11-02 2008-05-22 Ihi Corp Arch bridge model
JP2010185233A (en) * 2009-02-13 2010-08-26 Yoshimoto Honke Sekizaiten:Kk Structure for reinforcing balustrade of stone bridge
JP4567794B2 (en) * 2009-02-13 2010-10-20 有限会社吉本本家石材店 Stone bridge railing reinforcement structure
CN109736180A (en) * 2019-03-03 2019-05-10 河北天振工程技术有限公司 The overpass that can quickly assemble
CN111335137A (en) * 2020-04-08 2020-06-26 深圳市市政设计研究院有限公司 Deck type arch bridge structure and construction method thereof

Also Published As

Publication number Publication date
JP2566872B2 (en) 1996-12-25

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