JPS585343B2 - Detsuki plate tomochiita - Google Patents

Detsuki plate tomochiita

Info

Publication number
JPS585343B2
JPS585343B2 JP10319275A JP10319275A JPS585343B2 JP S585343 B2 JPS585343 B2 JP S585343B2 JP 10319275 A JP10319275 A JP 10319275A JP 10319275 A JP10319275 A JP 10319275A JP S585343 B2 JPS585343 B2 JP S585343B2
Authority
JP
Japan
Prior art keywords
floor slab
deck
plate
slab
opening
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.)
Expired
Application number
JP10319275A
Other languages
Japanese (ja)
Other versions
JPS5226714A (en
Inventor
岩田正男
佐竹克己
酒井専次郎
滝上史郎
津田拓
湯川日出男
米山茂
矢作経男
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.)
Asahi Kizai Co Ltd
Original Assignee
Asahi Kizai Co Ltd
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 Asahi Kizai Co Ltd filed Critical Asahi Kizai Co Ltd
Priority to JP10319275A priority Critical patent/JPS585343B2/en
Publication of JPS5226714A publication Critical patent/JPS5226714A/en
Publication of JPS585343B2 publication Critical patent/JPS585343B2/en
Expired legal-status Critical Current

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  • On-Site Construction Work That Accompanies The Preparation And Application Of Concrete (AREA)

Description

【発明の詳細な説明】 本発明はデツキフレートを型枠がわりに用いた床版の施
工法に関する。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method of constructing a floor slab using deck plates instead of formwork.

鉄筋コンクリート造又は鉄骨造更に鉄骨・鉄筋コンクリ
ート造の構築の床版施工法において、型枠と仮設の補強
材を用いる現用工法の面倒な仮設材作業を無くしたもの
として、デツキプレートを型枠として使用し、該デツキ
プレートを打設コンクリートと一体化させて床版を構築
する工法は現在多〈実施されている。
In the deck slab construction method for reinforced concrete construction, steel frame construction, and steel/reinforced concrete construction, deck plates can be used as formwork to eliminate the troublesome work of temporary materials in the current construction method that uses formwork and temporary reinforcing materials. Currently, there are many methods of constructing a deck slab by integrating the deck plate with poured concrete.

しかしこの在来工法によると、第1図、第2図に示した
如く、先つデツキプレート1を、梁間に架は渡し、鉄骨
梁2と一枚宛溶接3で固定した后、コンクリート打ちし
だ時コンクリートの流下を防止するようにデツキプレー
トの端部に小口塞ぎ4ヲ行ない、鉄骨梁2にスタットジ
ベル5を溶接し、鉄筋網6をデツキプレートへスペーサ
ー7により固定し、次いで鉄骨梁の上部において隣接す
る鉄筋網の接継部分8を巾狭い長尺の鉄筋網9を重ね合
せて処理し、然る后コンクリート10を打ち、床版aを
構築するものであるから、作業は全て現場で一々組立て
る現場作業となるから施工性は必ずしもよいとはいい難
いものである。
However, according to this conventional construction method, as shown in Figures 1 and 2, the first deck plate 1 is placed between the beams and fixed to the steel beam 2 by single welding 3, and then concrete is poured. At this time, close the edges of the deck plate 4 to prevent concrete from flowing down, weld the stud dowel 5 to the steel beam 2, fix the reinforcing bar net 6 to the deck plate with spacers 7, and then close the steel beam. The joint part 8 of the adjacent reinforcing bar net at the top is treated by overlapping a narrow and long reinforcing bar net 9, and then concrete 10 is poured to construct the floor slab a, so all the work is done on site. Since it is a field work that requires assembly one by one, it is difficult to say that the workability is necessarily good.

又デツキプレートは一枚宛敷いて溶接で固定するから、
特に強風下では風にあおられて溶接がし難く又位置合せ
も困難且つ面倒であって、デツキプレートの固定だけで
も多大の労力と時間を費するものであり、又不安定なデ
ツキプレート上での溶接作業がともなう為、作業の安全
性確保も不充分である。
Also, since the deck plate is laid one by one and fixed by welding,
Particularly in strong winds, it is difficult to weld due to the wind, alignment is difficult and troublesome, and it takes a lot of effort and time just to fix the deck plate. As it involves welding work, it is also insufficient to ensure work safety.

本発明は上記工法同様、デツキプレートを型枠がわりと
する工法において、予め工場生産方式により、各部材を
一体化させて大スパンの床版パネルを形成させておき、
該床版パネルを架装装置で吊り下げて床版開口部に落し
込み梁に乗せて熔接止めするだけでコンクリート打ちが
できるようにした事を特徴とするもので、その目的は在
来工法に比べて現場作業を著しく少なくする事ができて
施工性と施工能率を向上でき且つ作業の安全性も確保で
きる新規な床版施工法を提供する事である以下本発明の
具体例を示した図面について説明する。
Similar to the above construction method, the present invention uses a deck plate as a formwork, in which each member is integrated in advance using a factory production method to form a large-span floor slab panel.
It is characterized by the fact that concrete can be poured by simply suspending the slab panel using a mounting device, dropping it into the opening of the slab, placing it on a beam, and securing it with welding.The purpose is to replace the conventional construction method. The purpose of this invention is to provide a new floor slab construction method that can significantly reduce on-site work, improve workability and efficiency, and ensure work safety.The following are drawings showing specific examples of the present invention. I will explain about it.

本発明は先づ床版パネルBを予め工場において先組み形
成しておくもので、その床版パネルは次のように構成さ
れる。
In the present invention, the floor slab panel B is first pre-assembled in a factory, and the floor slab panel is constructed as follows.

第3図乃至第6図において、予め建方した主柱11.1
1……間に架設した梁12……により囲まれて形成され
た床版開口部すの各梁上に掛止可能に平板部13を垂直
板部14の上端から外側へ油膜し、又垂直板部14の下
端から上記平板部と対称方向に板部15を油膜して成る
Z型鋼等の鋼材16を、上記床版開口部すに対応させて
枠粗み形成しその中にデツキプレート17を落し込んで
、板部15上に支承し、該板部15と、デツキプレート
周辺部を溶接18して固定し、デツキプレート小口19
を垂直板部14で閉塞する。
In Figures 3 to 6, the main pillar 11.1 erected in advance
1. The flat plate part 13 is attached to each beam of the floor slab opening formed by being surrounded by the beams 12 installed between the vertical plate parts 14 and 12. A steel material 16, such as a Z-shaped steel, is formed by forming an oil film on the plate part 15 from the lower end of the plate part 14 in a direction symmetrical to the flat plate part, and a frame is formed roughly corresponding to the deck opening, and a deck plate 17 is inserted therein. is supported on the plate part 15, and the plate part 15 and the peripheral part of the deck plate are fixed by welding 18, and the deck plate edge 19 is fixed.
is closed by the vertical plate part 14.

又上記鋼材16は、予め床版開口部に対応するスパンに
形成させたデツキプレートの周縁部に溶接により固定し
てもよい。
Further, the steel material 16 may be fixed by welding to the peripheral edge of a deck plate that is previously formed to have a span corresponding to the deck opening.

鉄筋は予め溶接した鉄筋網20を使用するもので、該鉄
筋網20は、スペーサー21でデツキプレートに固定さ
せて床版開口部すに対応した任意単位面積の床版パネル
Bを構成する。
As the reinforcing bars, a pre-welded reinforcing bar network 20 is used, and the reinforcing bar network 20 is fixed to the deck plate with spacers 21 to constitute a floor slab panel B having an arbitrary unit area corresponding to the floor slab opening.

上記スペーサー21は、スプリング網板を中央部から彎
曲させて中央部に保持部22を形成し、夫々の端部23
,23の左右両側縁へ爪片24゜24を外向きに突出し
て形成されるもので、上記保持部に鉄筋を挟着保持させ
て鉄筋網を支承させ、第5図に示した如く、端部23,
23をデツキプレート17の谷部17aへ押し込み、そ
の爪片を谷部左右両側壁17b、17bに掛止させて鉄
筋網をデツキプレートに、その表面と適宜間隔を保って
平行に固定し一体化させるものである。
The spacer 21 has a spring net plate curved from the center to form a holding portion 22 in the center, and each end portion 23
, 23 are formed by protruding outwardly from the left and right side edges of the reinforcing bars 24 and 23, and the reinforcing bars are sandwiched and held in the holding parts to support the reinforcing bar net, and as shown in FIG. Part 23,
23 into the trough 17a of the deck plate 17, and hooked the claw pieces to the left and right side walls 17b of the trough, fixing the reinforcing bar net to the deck plate in parallel with the surface of the plate at an appropriate distance, and integrating it. It is something that makes you

又上記網材16の適宜位置には、フック等で吊シ下げ易
くする為に吊り孔25……を任意数設けておくとよい。
Further, it is preferable to provide an arbitrary number of hanging holes 25 at appropriate positions of the net material 16 to facilitate hanging with a hook or the like.

上記構成とする床版パネルBは、一般には前述の如く、
一個の床版開口部に対応して設けられるが、床版開口部
が特別大スパンである場合は、二個又は三個の床版パネ
ルを使用するように予めその床版パネルを形成させたも
のであってもよい。
Generally, the floor slab panel B having the above configuration is as described above.
It is provided corresponding to one floor slab opening, but if the floor slab opening has an extra large span, the floor slab panel is formed in advance so that two or three floor slab panels are used. It may be something.

而して本発明の施工法は、上記のように予め工場で先組
みした床版パネルBを現場へ搬入し、クレーン等の架装
装置で吊り下げ位置合せした后、床版開口部すに落し込
み鋼材の平板部13を梁12上に乗せて掛止し、床版開
口部へ架設保持させる。
According to the construction method of the present invention, the floor slab panel B, which has been assembled in advance at a factory as described above, is carried to the site, and after being suspended and aligned using a mounting device such as a crane, the floor slab panel B is installed at the opening of the floor slab. A flat plate part 13 of dropped steel material is placed on the beam 12 and hooked, and is constructed and held at the opening of the floor slab.

この状態で床版パネルは各梁間に落し込まれて梁に鋼材
の垂直板部が突き当り、横方向へのずれは阻止される。
In this state, the floor slab panel is dropped between each beam, and the vertical steel plates abut against the beams, preventing it from shifting in the lateral direction.

次に鋼材16の例えば平板部と梁12を第4図例示した
如く溶接26し、床版パネルBを構造体に固定する。
Next, for example, the flat plate portion of the steel material 16 and the beam 12 are welded 26 as illustrated in FIG. 4 to fix the floor slab panel B to the structure.

然る后、梁にスタットジベル27を溶接止めし、その床
版パネルの鉄筋網と、上記同様にして他の床版開口部へ
落し込み固定した隣接する床版パネルの鉄筋網との接継
部分Cへ巾狭い長尺の鉄筋網28を重合配置させて鉄筋
網の接継部分iを処理し、コンクリート29を打設し、
床版30を構築する。
After that, the stud dowel 27 is welded to the beam, and the reinforcing bar network of that floor slab panel is connected to the reinforcing bar network of the adjacent floor slab panel, which has been dropped and fixed into another floor slab opening in the same manner as above. A narrow and long reinforcing bar net 28 is superimposed on the part C, the joint part i of the reinforcing bar net is processed, and concrete 29 is poured.
Build the floor slab 30.

尚上記梁12は鉄骨構造を図示したが、本発明はこれに
限定的であることはなく、他に鉄筋コンクリート梁、鉄
骨鉄筋コンクリート梁であってもよく、このような場合
は梁に予め溶接の為の鉄筋等を先付けしておき、これと
上記床版パネルの鋼材を溶接して固定するとよい。
Although the above-mentioned beam 12 has a steel frame structure, the present invention is not limited to this, and may also be a reinforced concrete beam or a steel reinforced concrete beam. It is recommended to attach reinforcing bars etc. in advance and weld these to the steel material of the above-mentioned floor slab panel.

以上のように本発明の床版施工法によれば、床版構成部
材を予め工場生産により先組みして床版パネルを形成し
ておき、該床版パネルを現場において吊り下げ床版開口
部に落し込んだ后、梁と溶接止めし、然る后コンクリー
ト打ちを行なって床版を施工するから著しい作業の迅速
化と省力化がはかれる。
As described above, according to the floor slab construction method of the present invention, a floor slab panel is formed by assembling the floor slab constituent members in advance through factory production, and the floor slab panel is hung at the site to open the floor slab opening. After the slab is lowered, it is welded to the beam, and then concrete is poured and the slab is constructed, which greatly speeds up the work and saves labor.

更に床版パネルを床版開口部へ落し込む簡単な現場作業
で一度に大スパンを能率的に施工し得ることは機械力を
使用した安定した状態に保持されるから、該床版パネル
を作業足場として例えば強風下でも安全に溶接・その他
の作業ができ、又床版周囲に鋼材16が廻っているので
溶接個所も少ない上にデツキプレートの小口塞ぎ作業が
省け、又鉄筋網は工場で堅牢に一体化出来、床版の施工
性及び施工精度を格段に向上できる等の利点がある。
Furthermore, it is possible to efficiently construct large spans at once by simply dropping the floor slab panels into the floor slab openings, and since the floor slab panels can be maintained in a stable state using mechanical force, it is easy to work on the floor slab panels. As a scaffold, for example, welding and other work can be performed safely even under strong winds, and since the steel material 16 is wrapped around the deck, there are fewer welding points and the work of closing the edge of the deck plate can be omitted, and the reinforcing bar net is sturdy at the factory. It has the advantage of being able to be integrated into the floor slab, significantly improving the workability and accuracy of the floor slab.

従って本発明の施工法実施層は、床版工事は工期短縮、
省力化及び作業の安全化等建築業界への貢献度は極めて
大きいものである。
Therefore, the implementation layer of the construction method of the present invention is to shorten the construction period for floor slab construction,
The contribution to the construction industry, such as labor saving and work safety, is extremely large.

【図面の簡単な説明】[Brief explanation of the drawing]

添付図面第1図、第2図は在来工法の具体例を示したも
ので、第1図はデンキプレートを梁に溶接止めして示し
た斜視図、第2図は同工法により施工した床版とその接
継部を示した断面図、第3図乃至第6図は本発明施工法
の具体例を示したもので、第3図は床版パネルの分解斜
視図、第4図は同施工法によシ施工した床版と接継部の
断面図、第5図は第4図におけるV−V線矢視断面図、
第6図は構築物の床版開口部を示した平面図である。 13……鋼材の平板部、16……鋼材、17……デツキ
プレート、20……鉄筋網、21……スペーサー、B…
…床版パネル、b……床版開口部。
The attached drawings, Figures 1 and 2, show specific examples of conventional construction methods. Figure 1 is a perspective view of a wooden plate welded to a beam, and Figure 2 is a floor constructed using the same method. Cross-sectional views showing the slab and its joints, and Figures 3 to 6 show specific examples of the construction method of the present invention. Figure 3 is an exploded perspective view of the floor slab panel, and Figure 4 is the same. A sectional view of the floor slab and joint part constructed by the construction method, Figure 5 is a sectional view taken along the line V-V in Figure 4,
FIG. 6 is a plan view showing the opening of the floor slab of the structure. 13... Flat plate part of steel material, 16... Steel material, 17... Deck plate, 20... Rebar net, 21... Spacer, B...
...Floor slab panel, b...Floor slab opening.

Claims (1)

【特許請求の範囲】[Claims] 1 デツキプレートを型枠として使用し、現場打ちコン
クリートと一体化させる床版の施工法において、予めデ
ツキプレートの、その周縁部及び上部に、床版開口部の
梁へ掛止可能な平板部を有するZ型鋼等の鋼材と、スペ
ーサーにより鉄筋網とを夫々固定一体化させて、任意単
位面積の床版パネルを先組み形成させておき、該床版パ
ネルを適宜架装装置により吊り下げて床版開口部に落し
込みその后接継部分を処理し、コンクリート打ちして床
版を構成する事を特徴としたデツキプレートを用いた床
版の施工法。
1. In a deck slab construction method that uses a deck plate as a formwork and integrates it with cast-in-place concrete, a flat plate part that can be hung on the beam of the deck slab opening is attached in advance to the periphery and top of the deck plate. A floor slab panel of an arbitrary unit area is formed in advance by fixing and integrating steel materials such as Z-shaped steel and a reinforcing bar network using spacers, and then suspending the floor slab panel using a mounting device as appropriate. A method of constructing a deck slab using a deck plate, which is characterized by dropping it into the opening of the slab, treating the joint afterward, and pouring concrete to form the deck slab.
JP10319275A 1975-08-26 1975-08-26 Detsuki plate tomochiita Expired JPS585343B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10319275A JPS585343B2 (en) 1975-08-26 1975-08-26 Detsuki plate tomochiita

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10319275A JPS585343B2 (en) 1975-08-26 1975-08-26 Detsuki plate tomochiita

Publications (2)

Publication Number Publication Date
JPS5226714A JPS5226714A (en) 1977-02-28
JPS585343B2 true JPS585343B2 (en) 1983-01-31

Family

ID=14347641

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10319275A Expired JPS585343B2 (en) 1975-08-26 1975-08-26 Detsuki plate tomochiita

Country Status (1)

Country Link
JP (1) JPS585343B2 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2020066944A (en) * 2018-10-25 2020-04-30 株式会社竹中工務店 Rc floor slab forming method

Families Citing this family (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS57158451A (en) * 1981-03-26 1982-09-30 Nat Jutaku Kenzai Concrete construction to deck plate
JPS5933913U (en) * 1982-08-27 1984-03-02 ナショナル住宅産業株式会社 panel base
JP2575921B2 (en) * 1990-04-13 1997-01-29 株式会社日立製作所 Method for constructing top slab of containment vessel and containment vessel
JP2759580B2 (en) * 1992-05-11 1998-05-28 日鐵建材工業株式会社 Synthetic floorboard construction method and deck plate for synthetic floorboard
KR101028372B1 (en) 2006-09-11 2011-04-11 김종환 Construction for connection of the truss assembled deck plates
JP7219569B2 (en) * 2018-09-12 2023-02-08 大成建設株式会社 composite deck slabs

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2020066944A (en) * 2018-10-25 2020-04-30 株式会社竹中工務店 Rc floor slab forming method

Also Published As

Publication number Publication date
JPS5226714A (en) 1977-02-28

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