JPH08199510A - Execution method of cast-in-place floor slab section of precast concrete girder and form thereof - Google Patents
Execution method of cast-in-place floor slab section of precast concrete girder and form thereofInfo
- Publication number
- JPH08199510A JPH08199510A JP7007240A JP724095A JPH08199510A JP H08199510 A JPH08199510 A JP H08199510A JP 7007240 A JP7007240 A JP 7007240A JP 724095 A JP724095 A JP 724095A JP H08199510 A JPH08199510 A JP H08199510A
- Authority
- JP
- Japan
- Prior art keywords
- cast
- formwork
- floor slab
- place
- concrete
- 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
- Bridges Or Land Bridges (AREA)
Abstract
Description
【０００１】[0001]
【産業上の利用分野】本発明は、橋梁や建築等のプレキ
ャストコンクリート桁を使用する構造物における隣接桁
間を場所打ちコンクリートで施工する場合の桁間の床版
部の施工方法及びその施工に使用する型枠に関する。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method of constructing a floor slab between girders and a method of constructing the same between adjacent girders in a structure using precast concrete girders such as bridges and buildings. Regarding the formwork used.
【０００２】[0002]
【従来の技術】コンクリート橋、例えばプレストレスト
コンクリート（以下ＰＣと記す）橋を建設する場合に、
工場製作したプレキャストＰＣ桁、又は現地ヤードで製
作したプレキャストＰＣ桁をクレーンやエレクションガ
ーダを用いて１径間当り複数本橋脚上に架設した後、横
桁型枠やそれぞれのＰＣ桁長手方向の桁の床版間の場所
打ち床版部に型枠を組立て、場所打ちコンクリートを打
設し、そのコンクリートが所定の強度に達したらＰＣ緊
張材を緊張定着し、橋体を形成する施工方法が行われて
いる。2. Description of the Related Art When constructing a concrete bridge, for example, a prestressed concrete (hereinafter referred to as PC) bridge,
After prefabricated PC girders manufactured at the factory or precast PC girders manufactured at the local yard are erected on multiple bridge piers per span using a crane or erection girder, cross girder formwork and girders in the longitudinal direction of each PC girder Assembling the formwork in the cast-in-place slab between the floor slabs, placing the cast-in-place concrete, and when the concrete reaches a predetermined strength, tension the PC tension material and fix it to form a bridge. It is being appreciated.
【０００３】図４はこのようなプレキャストＰＣ桁１０
を橋脚１４上に架設し、横桁１５、ＰＣ桁１０の床版間
の場所打ち床版部コンクリート１３を施工した状態を示
している。図５、図６はこの床版部コンクリート１３を
施工する時の型枠の取付けを示している。図５の例で
は、型枠３２を角材３１で受け、この角材３１を鉄線３
３等で吊り下げている。鉄線３３は、桁１０上に配設さ
れた枕材３４に支持材３５を掛け渡し、この支持材３５
に設けた捩り上げ部材３６で締め上げている。コンクリ
ート１３が硬化した後、角材３１、型枠３２を取り外す
ために、足場４３が組み立てられている。足場４３は、
桁１０に設けたインサート４１からチエーン４２等によ
り足場用鋼管４０を吊り下げその上に架設されている。FIG. 4 shows such a precast PC girder 10
The figure shows a state in which the slab is erected on the pier 14, and the cast-in-place floor slab concrete 13 is installed between the slabs of the horizontal girder 15 and the PC girder 10. 5 and 6 show the attachment of the formwork when the floor slab concrete 13 is constructed. In the example of FIG. 5, the frame 32 is received by the square bar 31, and the square bar 31 is used for the iron wire 3.
It is suspended at 3 mag. The iron wire 33 spans a supporting member 35 on a pillow member 34 arranged on the girder 10, and the supporting member 35
It is tightened by the twisting member 36 provided on the. After the concrete 13 is hardened, the scaffold 43 is assembled to remove the timber 31 and the form 32. Scaffold 43
A scaffolding steel pipe 40 is suspended from an insert 41 provided on the girder 10 by a chain 42 or the like, and is laid on it.
【０００４】図６は図５の角材の代わりに、支持金物５
１と単管パイプ５２を用いて型枠３２を支持した例を示
している。桁上に枕材５４等を配設し、これに支持パイ
プ５５を掛け渡し、この支持パイプ５５にナット５６で
締め上げ可能に取付けた吊りボルト５３によって支持金
物５１を吊り下げている。この場合も支持部材５１、単
管パイプ５２、型枠３２を取付け撤去するために、図示
省略したが、図５と同様の足場を必要とする。FIG. 6 shows a supporting metal 5 instead of the square bar of FIG.
1 shows an example in which the mold 32 is supported using 1 and the single pipe pipe 52. Pillows 54 and the like are arranged on the girders, a support pipe 55 is spanned over the support pipes 55, and the support hardware 51 is suspended by suspension bolts 53 attached to the support pipe 55 so that the nuts 56 can be tightened. In this case as well, a scaffolding similar to that in FIG. 5 is required, though not shown in the figure, for attaching and removing the support member 51, the single pipe 52, and the form 32.
【０００５】図７はＰＣ橋の代表的な作業用吊り足場の
横断面図を示すもので、多数の桁１０を並列した橋で
は、上記型枠の取付け取り外しのために作業台７０を必
要とする時、桁１０の全長に亘って橋の全幅の足場６０
を設ける必要があることを示したものである。FIG. 7 is a cross-sectional view of a typical suspension scaffold for work of a PC bridge. In a bridge in which a large number of girders 10 are arranged in parallel, a workbench 70 is required to attach and detach the formwork. The scaffolding 60 of the full width of the bridge over the entire length of the girder 10
Indicates that it is necessary to provide.
【０００６】[0006]
【発明が解決しようとする課題】以上のように、プレキ
ャストコンクリート桁の間の場所打ち床版部のコンクリ
ートの施工に用いられる型枠は、コンクリート硬化後取
り外す必要があった。その型枠及び型枠支持材の組立・
取り外しのために、吊り足場を桁長及び橋体幅員の全面
積に亘って取付ける必要があった。As described above, the formwork used for construction of the cast-in-place floor slab between the precast concrete girders had to be removed after the concrete was hardened. Assembly of the form and form support
It was necessary to attach suspension scaffolds over the entire area of girder length and bridge width for removal.
【０００７】従来この吊り足場を組立・取り外しする手
間は非常に煩雑で不安全な作業であり、また足場材の損
料等が過大になると言う問題があった。さらに、吊り足
場上の型枠の取り付け、取り外し作業は、桁の間の狭隘
な空間での作業であり、不安定な吊り足場上での作業で
あるので、安全性の面での問題もあった。本発明は上記
問題点を解決することを目的とするもので、本発明の課
題は次の通りである。 （１）可能な限り桁上からの作業のみで施工可能とし、
足場上で行う作業を減少すること。 （２）型枠取り外し作業を省略するため、取り外し不要
の材質のもので型枠を製作する。 （３）必要最小限の吊り足場を設ければよいように改善
する。Conventionally, there has been a problem that the labor for assembling and dismounting the suspension scaffolding is very complicated and unsafe work, and the scaffolding material damages and the like become excessive. Furthermore, the work of mounting and removing the formwork on the suspended scaffold is a work in a narrow space between the girders, and is an operation on an unstable suspended scaffolding, so there is a problem in terms of safety. It was The present invention aims to solve the above problems, and the problems of the present invention are as follows. (1) As much as possible, construction can be performed only from the top of the girder,
Reduce the work done on the scaffold. (2) Since the mold removal work is omitted, the mold is made of a material that does not require removal. (3) Improve so that the minimum required suspension scaffolding is provided.
【０００８】[0008]
【課題を解決するための手段】本発明は、上記課題を解
決するためになされたもので、プレキャストコンクリー
ト桁の場所打ち床版部の施工に当り、隣接桁間の床版隙
間間隔よりも広幅の型枠を上面を傾斜させて床版上から
床版隙間を通して下方に降下させ、該型枠上面に設けた
吊具取付け部に吊上具を取付け、床版上面に仮支持梁を
掛け渡し、該吊上具を該仮支持梁に取り付けて前記型枠
を引き上げ、型枠上面縁部を床版下面に密着させ、床版
隙間の場所打ちコンクリートを打設し、前記型枠を取付
たままとすることを特徴とするプレキャストコンクリー
ト桁の場所打ち床版部の施工方法を提供する。SUMMARY OF THE INVENTION The present invention has been made to solve the above problems, and when constructing a cast-in-place floor slab portion of a precast concrete girder, it is wider than the floor slab gap between adjacent girders. Inclining the upper surface of the formwork to lower it from above the floor slab through the slab clearance, attach the lifting tool to the hanging tool attachment part provided on the upper surface of the formwork, and hang the temporary support beam on the upper surface of the floor slab. , The lifting tool was attached to the temporary support beam, the formwork was pulled up, the top edge of the formwork was brought into close contact with the bottom face of the floor slab, and cast-in-place concrete in the space between the floorforms was placed, and the formwork was attached. A method for constructing a cast-in-place floor slab portion of a precast concrete girder characterized by being left as it is.
【０００９】以上の方法の実施に用いる型枠は、弾性を
有する板体の一面に吊具取付部を設け、かつ、該面の縁
部にシール材を付設し、床版隙間間隔より広い幅寸法を
有するものとすればよく、前記板体はＦＲＰ（ファイバ
ー補強プラスチック）とすると好適であり、リブ付とす
ると好ましい。The mold used for carrying out the above method is provided with a hanger attachment portion on one surface of a plate having elasticity, and a sealing material is attached to the edge of the surface, and has a width wider than the space between floor slabs. It may have dimensions, and the plate body is preferably made of FRP (fiber reinforced plastic), and preferably ribbed.
【００１０】[0010]
【作用】プレキャストコンクリート橋桁の場所打ち床版
部の型枠の装着、保持を桁上面から可能とし、型枠の下
方の支持部材を不必要とし、場所打ちコンクリート打設
後も型枠の撤去を不要とする。型枠材として、ＦＲＰ製
成形板を使用し、その上面にリブと雌ねじ孔を形成し、
上方へ吊り上げる。[Function] Precast concrete bridge girders can be mounted and held from the top surface of the girder on the cast-in-place floor slab, supporting members below the formwork are unnecessary, and the formwork can be removed even after cast-in-place concrete is placed. Unnecessary. A FRP molded plate is used as the mold material, and ribs and female screw holes are formed on the upper surface of the molded plate.
Lift up.
【００１１】本発明の作用を列挙すると次のようであ
る。 （１）型枠は、ＰＣ桁上面より桁間の場所打ち床版部間
隙を通して挿入して取付けることができ、かつコンクリ
ート打設後も取り外す必要もない。従って、作業のため
の吊り足場を必要としないし、型枠の廃材が発生しな
い。 （２）型枠に軽量で耐久性のあるＦＲＰ製の成形板を使
用し、必要とする剛性の付与と付着性の向上のためにリ
ブを設ける。このリブに桁上面から吊り下げるためのボ
ルト螺入雌ねじ孔が設けられている。 （３）また、型枠は、可撓性があるため桁のコンクリー
ト当接面（フランジ下面）と馴染み易く、ペースト漏れ
などが生じない。 （４）ＦＲＰ製成形板は切断などの加工も容易で成形は
規格化し易く大量生産が可能で安価である。The actions of the present invention are listed below. (1) The formwork can be inserted and mounted from the top surface of the PC girder through the space between the girders and the floor slab, and there is no need to remove it even after concrete placement. Therefore, a suspension scaffold for work is not required, and waste material of the formwork is not generated. (2) A lightweight and durable FRP molded plate is used for the form, and ribs are provided to impart required rigidity and improve adhesion. The rib is provided with a female screw hole into which a bolt is screwed for suspending from the upper surface of the girder. (3) Further, since the formwork is flexible, it easily fits with the concrete contact surface (flange bottom surface) of the girder, and paste leakage does not occur. (4) The FRP molded plate is easy to cut and other processes, standardized for molding, mass-produced, and inexpensive.
【００１２】[0012]
【実施例】以下図面を参照して、本発明の実施例を説明
する。図１はＰＣ桁１０、１０のフランジ１１、１１の
間の場所打ち床版部１２にコンクリート１３を打設する
工程を示している。図２は実施例の型枠２０の断面図を
示し、図３は、その平面図である。Embodiments of the present invention will be described below with reference to the drawings. FIG. 1 shows a step of placing concrete 13 on the cast-in-place floor slab portion 12 between the flanges 11 of the PC girders 10, 10. FIG. 2 shows a sectional view of the mold 20 of the embodiment, and FIG. 3 is a plan view thereof.
【００１３】フランジ１１、１１の下面に、型枠２０を
差しかけてフランジ間を塞ぐように設置する。型枠２０
はフランジ１１、１１の下面に密着している。型枠２０
は桁１０の上面から傾けてフランジ１１、１１の間を通
してフランジの下方に挿入される。型枠２０は、その上
面にリブ２４を備えこのリブ２４に吊具取付け部２６を
設けている。この吊具取付け部２６は雌ねじとなってお
りこれに吊具２３をねじ込み結合する。ＰＣ桁１０、１
０上に載置された枕材２１、２１に仮設梁２２を渡し、
吊具２３をこの仮設梁２２に取付け、型枠２０を上方に
引き上げる。型枠２０の縁部にはシール材２７が貼着さ
れており、フランジ１１、１１の下面に密着しセメント
ペースト漏れを防止する。吊具２３は、コンクリート１
３の上面の位置にセパレータコーン２８を設け、コンク
リート１３を打設した後、セパレータコーン２８から上
方の部分を撤去しセパレータコーンの撤去跡の孔を埋め
るようになっている。吊具２３のコンクリート１３内の
部分、及び型枠２０は、残置部材として残置される。A mold 20 is installed on the lower surfaces of the flanges 11 and 11 so as to close the space between the flanges. Formwork 20
Are in close contact with the lower surfaces of the flanges 11, 11. Formwork 20
Is tilted from the upper surface of the girder 10 and inserted between the flanges 11 and 11 below the flange. The formwork 20 is provided with a rib 24 on its upper surface, and a lifting tool attachment portion 26 is provided on the rib 24. The hanger attachment portion 26 is a female screw, and the hanger 23 is screwed into and coupled to this. PC digit 10, 1
Pass the temporary beams 22 to the pillows 21, 21 placed on the 0,
The suspending tool 23 is attached to this temporary beam 22, and the formwork 20 is pulled up. A sealing material 27 is attached to the edge of the mold 20 and adheres to the lower surfaces of the flanges 11 and 11 to prevent cement paste leakage. The hanger 23 is concrete 1
A separator cone 28 is provided at a position on the upper surface of 3, and after concrete 13 is cast, an upper portion is removed from the separator cone 28 to fill the hole of the removal mark of the separator cone. The portion of the suspending tool 23 inside the concrete 13 and the formwork 20 are left as a remaining member.
【００１４】図３に示すように、型枠２０はその上面に
リブ２４、２５を有し、そのリブ２４、２５の交点の部
分に吊具取付け部２６が設けられている。ポストテンシ
ョン方式のＰＣのＴ桁橋の場所打ち床版部型枠に使用し
た例を以下に説明する。仕様は次のとおりである。 桁：長さ３０ｍ、桁高１．８ｍ、桁上フランジ幅１．５
ｍ 場所打ち床版部：幅 ０．３５ｍ ＦＲＰ型枠：幅０．４５ｍ、長さ５ｍ、厚１０ｍｍ、リ
ブ高さ３０ｍｍ 施工順序は次のとおりである。As shown in FIG. 3, the mold 20 has ribs 24, 25 on the upper surface thereof, and a hanger attachment portion 26 is provided at the intersection of the ribs 24, 25. An example of using the post tension type PC in the cast-in-place floor slab formwork of the T girder bridge will be described below. The specifications are as follows. Girder: Length 30 m, girder height 1.8 m, girder flange width 1.5
m Cast-in-place floor slab: width 0.35 m FRP formwork: width 0.45 m, length 5 m, thickness 10 mm, rib height 30 mm The construction order is as follows.
【００１５】長さ５ｍのＦＲＰ型枠のリブ面を上側にし
て、型枠のリブ交点に設けてある雌ねじに吊具である６
ｍｍφの全ネジセパレータボルトを螺入し、セパレータ
コーン、フォームタイ（商品名）を取り付け保持し、桁
間の場所打ち床版部間隙より、斜めに挿入して床版の下
方に吊り下げた。セパレータボルトの上端を、床版間隙
部に掛け渡した仮設梁に仮止めした。With the rib surface of the FRP mold having a length of 5 m on the upper side, the female screw provided at the rib intersection of the mold is a hanger 6
A mmφ all-screw separator bolt was screwed in, a separator cone and a form tie (trade name) were attached and held, and the plate was hung below the floor slab by inserting it diagonally from the space between floor striking floor slabs. The upper end of the separator bolt was temporarily fixed to a temporary beam that was hung over the floor slab gap.
【００１６】場所打ちされるコンクリートの重量に耐え
るように所定の間隔をとって、セパレータボルト、コー
ン、フォームタイを取り付け、桁上フランジ下面との位
置関係を調節して仮設梁に取り付け締め上げ固定した。
同様に全ての場所打ち床版部にＦＲＰ型枠を取り付け、
場所打ちコンクリートを打設する。A separator bolt, a cone, and a foam tie are attached at a predetermined interval so as to withstand the weight of the cast-in-place concrete, and the positional relationship with the lower surface of the girder flange is adjusted to attach and tighten to the temporary beam. did.
Similarly, attach FRP formwork to all cast-in-place floor slabs,
Place cast concrete.
【００１７】コンクリート硬化後、フォームタイ、コー
ン、枕材、仮設梁を撤去して、コーン撤去跡凹部にモル
タルを充填して床版を完成する。本例は、ポストテンシ
ョンＰＣＴ桁橋の例について述べたが、これに限定され
るわけではなく、Ｉ桁、プレテンション桁、ＲＣ桁・
梁、などの場所打ち床版にも適用可能であり、また、型
枠の材質についても、ＦＲＰ以外にも石綿ボード、石膏
ボード、セメントボード等も同様な方法で施工すること
ができる。After the concrete is hardened, the foam tie, the cone, the pillow, and the temporary beam are removed, and the concave portion after the removal of the cone is filled with mortar to complete the floor slab. In this example, the example of the post tension PCT girder bridge is described, but the present invention is not limited to this, and the I girder, pretension girder, RC girder
It is also applicable to cast-in-place floor slabs such as beams, and as for the material of the formwork, asbestos board, gypsum board, cement board, etc. can be applied by the same method in addition to FRP.
【００１８】[0018]
【発明の効果】桁間の場所打ち床版部の型枠の取付け
が、軽量なＦＲＰ製成形板を用いることと、コンクリー
ト打設後の型枠の取り外しが不要となることから桁の上
面からの作業のみで可能となり、不安定な吊り足場上の
作業が不必要となり、安全性の向上、足場材の損料節
減、コンクリートの耐久性の向上等の面からも貢献する
ところが大きい。[Effects of the Invention] Since the formwork of the cast-in-place floor slab between the girders is attached by using a lightweight FRP molded plate, and removing the formwork after concrete placement is unnecessary, It is possible to do only with the work of No., work on an unstable suspended scaffold becomes unnecessary, and it greatly contributes to the improvement of safety, reduction of scaffold material damage, and improvement of concrete durability.
【図１】実施例の工程を示す断面図である。FIG. 1 is a cross-sectional view showing a process of an example.
【図２】型枠の実施例の断面図である。FIG. 2 is a cross-sectional view of an example of a formwork.
【図３】型枠の実施例の平面図である。FIG. 3 is a plan view of an embodiment of the formwork.
【図４】全体斜視図である。FIG. 4 is an overall perspective view.
【図５】従来の工程を示す断面図であるFIG. 5 is a cross-sectional view showing a conventional process.
【図６】従来の工程を示す断面図であるFIG. 6 is a cross-sectional view showing a conventional process.
【図７】従来の工程の全体の足場を示す断面図であるFIG. 7 is a cross-sectional view showing an overall scaffold in a conventional process.
【符号の説明】 １０ 桁 １１ 床版（フランジ） １２ 場所打ち床版部 １３ コンクリート １４ 橋脚 １５ 横桁 ２０ 型枠 ２１ 枕材 ２２ 仮設梁 ２３ 吊具 ２４ リブ ２５ リブ ２６ 吊具取付け部 ２７ シール材 ２８ セパレータコーン ３１ 角材 ３２ 型枠 ３３ 鉄線 ３４ 枕材 ３５ 支持材 ３６ 捩り上げ部材 ４０ 鋼管 ４１ インサート ４２ チエーン ４３ 足場 ５１ 支持金物 ５２ 単管パイプ ５３ 吊りボルト ５４ 枕材 ５５ 支持パイプ ５６ ナット[Explanation of symbols] 10 digits 11 Floor slab (flange) 12 Cast-in-place floor slab 13 Concrete 14 Bridge pier 15 Cross girder 20 Formwork 21 Pillow 22 Temporary beam 23 Lifting tool 24 Rib 25 Rib 26 Lifting tool mounting section 27 Sealing material 28 Separator cone 31 Square timber 32 Formwork 33 Iron wire 34 Pillow material 35 Support material 36 Twisting member 40 Steel pipe 41 Insert 42 Chain 43 Scaffold 51 Support metal 52 Single tube pipe 53 Suspension bolt 54 Pillow 55 Support pipe 56 Nut
Claims (4)
床版部の施工に当り、隣接桁間の床版隙間間隔よりも広
幅の型枠を上面を傾斜させて床版上から床版隙間を通し
て下方に降下させ、該型枠上面に設けた吊具取付け部に
吊上具を取付け、床版上面に仮支持梁を掛け渡し、該吊
上具を該仮支持梁に取り付けて前記型枠を引き上げ、型
枠上面縁部を床版下面に密着させ、床版隙間の場所打ち
コンクリートを打設し、前記型枠を取付けたままとする
ことを特徴とするプレキャストコンクリート桁の場所打
ち床版部の施工方法。1. When constructing a cast-in-place floor slab portion of a precast concrete girder, a formwork wider than the space between the adjacent girders is inclined and the upper surface is lowered from above the floor slab through the slab gap. Then, the hoisting tool is attached to the hoisting tool mounting portion provided on the upper surface of the formwork, the temporary supporting beam is bridged over the upper surface of the floor slab, the hoisting tool is attached to the temporary supporting beam, and the formwork is pulled up, A method of constructing a cast-in-place concrete slab for a precast concrete girder, characterized in that the frame top edge is brought into close contact with the floor-bottom underside, and cast-in-place concrete in the slab gap is placed, and the formwork is left attached. .
設け、かつ、該面の縁部にシール材を付設し、床版隙間
間隔より広い幅寸法を有することを特徴とするプレキャ
ストコンクリート桁の場所打ち床版部の施工型枠。2. A precast which is provided with a hanger attachment portion on one surface of an elastic plate body and a sealing material attached to an edge portion of the surface, and has a width dimension wider than a space between floor slabs. Construction form for cast-in-place floor slab of concrete girder.
る請求項２記載のプレキャストコンクリート桁の場所打
ち床版部の施工型枠。3. The construction formwork for a cast-in-place floor slab of a precast concrete girder according to claim 2, wherein the plate is FRP.
る請求項２記載のプレキャストコンクリート桁の場所打
ち床版部の施工型枠。4. The construction formwork for a cast-in-place floor slab of a precast concrete girder according to claim 2, wherein the plate has ribs.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP7007240A JP2994222B2 (en) | 1995-01-20 | 1995-01-20 | Construction method of cast-in-place slab of precast concrete girder and its formwork |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP7007240A JP2994222B2 (en) | 1995-01-20 | 1995-01-20 | Construction method of cast-in-place slab of precast concrete girder and its formwork |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPH08199510A true JPH08199510A (en) | 1996-08-06 |
| JP2994222B2 JP2994222B2 (en) | 1999-12-27 |
Family
ID=11660485
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP7007240A Expired - Fee Related JP2994222B2 (en) | 1995-01-20 | 1995-01-20 | Construction method of cast-in-place slab of precast concrete girder and its formwork |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JP2994222B2 (en) |
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| JP2009007747A (en) * | 2007-06-26 | 2009-01-15 | Toa Harbor Works Co Ltd | Method for repairing elevated floor slab |
| JP2009108530A (en) * | 2007-10-29 | 2009-05-21 | Toa Harbor Works Co Ltd | Panel material connecting structure |
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| JP2013253435A (en) * | 2012-06-07 | 2013-12-19 | East Japan Railway Co | Precast form, precast form mounting structure, and precast form mounting method |
| JP2016003530A (en) * | 2014-06-19 | 2016-01-12 | ジオスター株式会社 | Buried form for floor slab |
| JP2018115554A (en) * | 2018-05-07 | 2018-07-26 | 本清鋼材株式会社 | Construction method of floor slab |
| JP2020079496A (en) * | 2018-11-12 | 2020-05-28 | 鹿島建設株式会社 | Method for constructing top slab for underground structure |
| CN112064510A (en) * | 2020-09-08 | 2020-12-11 | 宁波市建设集团股份有限公司 | Cast-in-place decking assembled hangs mode structure |
| CN112342935A (en) * | 2020-10-29 | 2021-02-09 | 广东精特建设工程有限公司 | Construction method for connecting and widening existing bridge with wide spacing in traffic state |
| CN113415718A (en) * | 2021-05-21 | 2021-09-21 | 中铁十六局集团第三工程有限公司 | Whole-hole prefabricated box girder hoisting and lifting tool and use method |
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|---|---|
| JP2994222B2 (en) | 1999-12-27 |
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