JPH055939U - Deck plate rebar spacer structure - Google Patents

Deck plate rebar spacer structure

Info

Publication number
JPH055939U
JPH055939U JP6248691U JP6248691U JPH055939U JP H055939 U JPH055939 U JP H055939U JP 6248691 U JP6248691 U JP 6248691U JP 6248691 U JP6248691 U JP 6248691U JP H055939 U JPH055939 U JP H055939U
Authority
JP
Japan
Prior art keywords
reinforcing bar
deck plate
spacer
spacer structure
bent
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
JP6248691U
Other languages
Japanese (ja)
Other versions
JP2542357Y2 (en
Inventor
駿一 小林
Original Assignee
日鐵建材工業株式会社
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 日鐵建材工業株式会社 filed Critical 日鐵建材工業株式会社
Priority to JP6248691U priority Critical patent/JP2542357Y2/en
Publication of JPH055939U publication Critical patent/JPH055939U/en
Application granted granted Critical
Publication of JP2542357Y2 publication Critical patent/JP2542357Y2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Landscapes

  • Reinforcement Elements For Buildings (AREA)

Abstract

(57)【要約】 【目的】 デッキプレート上にコンクリートを打設した
際に、鉄筋スペーサーが流されて外れるようなことがな
く、また作業中外力が加わっても転倒したり、抜けたり
することのないデッキプレートの鉄筋スペーサー構造を
提供する。 【構造】 2本の平行な棒鋼からなる鉄筋載置部の各々
の一端が下方に内側寄りに屈曲して傾斜した脚部が形成
され、鉄筋載置部の各々の他端が下方に内側寄りに屈曲
した脚部が形成されると共に該両脚部が下端で連結部に
て連結されてなる鉄筋スペーサーが、波形鋼板のデッキ
プレートの谷部の長手方向に一定間隔に配されて、傾斜
面に形成された屈曲内向き顎部に嵌合されてなるデッキ
プレートの鉄筋スペーサー構造。
(57) [Summary] [Purpose] When concrete is placed on the deck plate, the reinforcing bar spacer does not flow away and falls off even if external force is applied during work. Provides a rebar spacer structure for deck plates without. [Structure] One end of each of the reinforcing bar mounting portions made of two parallel steel bars is bent downward inward to form a slanted leg portion, and the other end of each reinforcing bar mounting portion is shifted downward inward. Reinforcing bar spacers, in which bent legs are formed at the same time and both legs are connected at the lower end by a connecting portion, are arranged at regular intervals in the longitudinal direction of the valley portion of the deck plate of the corrugated steel sheet, and Reinforcing bar spacer structure of the deck plate fitted to the formed bent inward jaw.

Description

【考案の詳細な説明】[Detailed description of the device]

【0001】[0001]

【産業上の利用分野】[Industrial application]

本考案は、梁間に架設した波形鋼板のデッキプレート上にコンクリートを打設 して合成床を築造する際に、デッキプレートの谷部に配筋される鉄筋を支持する ためのデッキプレートの鉄筋スペーサー構造に関する。 The present invention is a rebar spacer for a deck plate for supporting rebars arranged in the valleys of the deck plate when concrete is placed on the deck plate of corrugated steel plate erected between beams to construct a composite floor. Regarding the structure.

【0002】[0002]

【従来の技術】[Prior Art]

従来、デッキプレートの谷部に鉄筋を配筋するには、図5に示すようにデッキ プレート1の谷部2に、両側上端に山部3の頂面に載せる係合部4を有するV字 状のスペーサー5の底の保持部6に下筋7を取付けたスペーサー付き鉄筋8を配 置している。(先行技術文献として特開平1−256647号公報がある。) Conventionally, in order to arrange reinforcing bars in the troughs of the deck plate, as shown in FIG. 5, a V-shaped structure having the troughs 2 of the deck plate 1 and the engaging portions 4 mounted on the top surfaces of the ridges 3 at the upper ends of both sides is used. A rebar 8 with a spacer having a lower bar 7 attached thereto is arranged on a holding portion 6 at the bottom of the spacer 5 having a shape of a bar. (As a prior art document, there is JP-A 1-256647).

【0003】 また、図6に示すようにデッキプレート1の谷部2に、1本の線材10に谷部 2のピッチで鉄筋嵌合部11を複数個凹設すると共に両端部に脚部12を屈曲し てなるスペーサー13を配設し、脚部12を谷部2の底面側端に係止し、鉄筋嵌 合部11に鉄筋14を嵌合している。(先行文献として実開昭58−15681 5号公報がある。)Further, as shown in FIG. 6, a plurality of reinforcing bar fitting portions 11 are recessed in a single wire rod 10 at a pitch of the valley portions 2 in the valley portions 2 of the deck plate 1, and leg portions 12 are provided at both ends. A spacer 13 formed by bending is provided, the leg portion 12 is locked to the bottom end of the valley portion 2, and the reinforcing bar 14 is fitted to the reinforcing bar fitting portion 11. (As a prior art document, there is Japanese Utility Model Laid-Open No. 58-156815.)

【0004】 ところで、上記前者のスペーサー付き鉄筋8は、スペーサー5の両側上端の係 合部4を、デッキプレート1の山部3の頂面に載せるだけであるから、コンクリ ートを打設した際に流されて、外れることが多い。 また後者のスペーサー13は、脚部12をデッキプレート1の谷部2の底面側 端に係止しているだけであるから、作業中にスペーサー13に外力が加わると、 転倒したり、外れたりする。By the way, in the former rebar 8 with a spacer, since the engaging portions 4 at both upper ends of the spacer 5 are simply placed on the top surface of the mountain portion 3 of the deck plate 1, a concrete is installed. It is often washed away and comes off. Also, the latter spacer 13 only locks the leg portion 12 to the bottom side end of the valley portion 2 of the deck plate 1. Therefore, if an external force is applied to the spacer 13 during work, it will fall or fall off. To do.

【0005】[0005]

【考案が解決しようとする課題】[Problems to be solved by the device]

そこで本考案は、デッキプレート上にコンクリートを打設した際、鉄筋スペー サーが流されて外れるようなことがなく、また作業中に外力が加わっても転倒し たり、抜けたりすることのないデッキプレートの鉄筋スペーサー構造を提供しよ うとするものである。 Therefore, the present invention is a deck which does not fall off when the concrete is placed on the deck plate due to the flow of the rebar spacers, and does not fall or fall even if external force is applied during work. It is intended to provide a reinforcing bar spacer structure for the plate.

【0006】[0006]

【課題を解決するための手段】[Means for Solving the Problems]

上記課題を解決するための本考案のデッキプレートの鉄筋スペーサー構造は、 2本の平行な棒鋼からなる鉄筋載置部の各々の一端が下方に内側寄りに屈曲して 傾斜した脚部が形成され、鉄筋載置部の各々の他端が下方に内側寄りに屈曲して 傾斜した脚部が形成されると共に該両脚部が下端で連結部にて連結されてなる鉄 筋スペーサーが、波形鋼板のデッキプレートの谷部の長手方向に一定間隔に配さ れて傾斜面に形成された屈曲内向き顎部に嵌合されてなるものである。 The reinforcing bar spacer structure of the deck plate of the present invention for solving the above-mentioned problems is such that two ends of the reinforcing bar mounting portions made of two parallel steel bars are bent downward toward the inside to form inclined legs. , The other end of each reinforcing bar placing part is bent downward toward the inside to form a slanted leg part, and both leg parts are connected at the lower end by a connecting part, The deck plate is fitted into bent inward jaws formed on the inclined surface at regular intervals in the valley direction of the deck plate.

【0007】[0007]

【作用】[Action]

上記の本考案のデッキプレートの鉄筋スペーサー構造は、デッキプレートの谷 部傾斜面の屈曲内向き顎部に、鉄筋スペーサーを、曲げ加工した脚部の弾性を利 用して嵌め込んでいるので、該鉄筋スペーサーは強固に谷部に固定されている。 従って、鉄筋スペーサーの鉄筋載置部に鉄筋を載置し、鉄線で鉄筋スペーサーと 結束した後、デッキプレート上にコンクリートを打設した際、鉄筋スペーサーが 流されて外れるようなことはなく、また配筋作業中鉄筋スペーサーに外力が加わ っても転倒したり、抜けたりすることがなく、鉄筋のコンクリートかぶり厚を適 確に確保できる。 In the above-described deck plate reinforcing bar spacer structure of the present invention, since the reinforcing bar spacer is fitted to the bending inward jaw of the valley inclined surface of the deck plate by utilizing the elasticity of the bent legs, The reinforcing bar spacer is firmly fixed to the valley. Therefore, when placing the reinforcing bar on the reinforcing bar mounting part of the reinforcing bar spacer, binding the reinforcing bar spacer with the iron wire and then placing concrete on the deck plate, the reinforcing bar spacer will not be washed away and will not come off. Even if external force is applied to the rebar spacer during rebar work, it will not fall or fall out, and the concrete cover thickness of the rebar can be properly secured.

【0008】[0008]

【実施例】【Example】

本考案のデッキプレートの鉄筋スペーサー構造の一実施例を図によって説明す ると、図1は鉄筋スペーサー15で、この鉄筋スペーサー15は2本の平行な棒 鋼からなる鉄筋載置部16,16′の各々の一端が下方に内側寄りに屈曲して傾 斜した脚部17,17′が形成され、鉄筋載置部16,16′の各々の他端が下 方に内側寄りに屈曲して傾斜した脚部18,18′が形成されると共に該脚部1 8,18′が下端で前記鉄筋載置部16,16′と直交する連結部19にて連結 されてなるものである。 An embodiment of the reinforcing bar spacer structure of the deck plate of the present invention will be described with reference to the drawing. FIG. 1 shows a reinforcing bar spacer 15, which is a reinforcing bar mounting portion 16, 16 made of two parallel steel bars. One end of each of ′ is bent inwardly downward to form inclined legs 17, 17 ′, and the other end of each of the rebar mounting portions 16, 16 ′ is bent inward downward. The slanted leg portions 18 and 18 'are formed and the leg portions 18 and 18' are connected at their lower ends by a connecting portion 19 which is orthogonal to the reinforcing bar placing portions 16 and 16 '.

【0009】 この鉄筋スペーサー15は、図2に示す波形鋼板のデッキプレート20の谷部 21の長手方向に一定間隔に複数個配されて、図3に示すように谷部21の両側 の傾斜面に形成された屈曲内向き顎部22間に嵌合されている。A plurality of the reinforcing bar spacers 15 are arranged at regular intervals in the longitudinal direction of the valley portion 21 of the deck plate 20 of the corrugated steel plate shown in FIG. 2, and as shown in FIG. It is fitted between the bending inward jaws 22 formed in the.

【0010】 このように構成されている実施例のデッキプレートの鉄筋スペーサー構造は、 デッキプレート20の谷部21の傾斜面の屈曲内向き顎部22に、鉄筋スペーサ ー15を、曲げ加工した脚部17,17′、18,18′の弾性を利用して嵌め 込んでいるので、該鉄筋スペーサー15は強固に固定されている。従って、鉄筋 スペーサー15の鉄筋載置部16,16′の左右の円弧状くぼみ16a,16′ aに図4に示すように鉄筋23を載置し、鉄線で鉄筋スペーサー15と結束した 後、その上方に溶接金網25を配した上、デッキプレート20上にコンクリート 26を打設した際、鉄筋スペーサー15が流されて外れるようなことはなく、鉄 筋23があばれることもない。また配筋作業中、鉄筋スペーサー15に外力が加 わっても転倒したり、抜けたりすることがなく、鉄筋23のコンクリート26の かぶり厚を適確に確保できる。The reinforcing bar spacer structure of the deck plate of the embodiment configured as described above is a leg in which the reinforcing bar spacer 15 is bent on the bent inward jaw 22 of the inclined surface of the valley 21 of the deck plate 20. Since the portions 17, 17 ', 18 and 18' are fitted by utilizing the elasticity, the reinforcing bar spacer 15 is firmly fixed. Therefore, as shown in FIG. 4, the reinforcing bar 23 is placed in the left and right arcuate recesses 16a and 16'a of the reinforcing bar mounting portions 16 and 16 'of the reinforcing bar spacer 15, and after the reinforcing bar spacer 15 is bound with the reinforcing wire, When arranging the welded wire mesh 25 on the upper side and placing concrete 26 on the deck plate 20, the reinforcing bar spacer 15 is not washed away and the reinforcing bar 23 is not exposed. Further, during the rebar work, even if an external force is applied to the reinforcing bar spacer 15, the reinforcing bar spacer 15 does not fall over or fall out, and the cover thickness of the concrete 26 of the reinforcing bar 23 can be properly secured.

【0011】[0011]

【考案の効果】[Effect of the device]

以上の通り本考案のデッキプレートの鉄筋スペーサー構造によれば、デッキプ レートの谷部に鉄筋を保持してコンクリートを打設した際、鉄筋スペーサーが流 されて外れることがなく、また作業中鉄筋スペーサーに外力が加わっても転倒し たり、抜けたりすることがなく、鉄筋のコンクリートかぶり厚を適確に確保でき 、精度の高い合成床を築造することができる。 As described above, according to the reinforcing bar spacer structure of the deck plate of the present invention, when the concrete is placed while holding the reinforcing bar in the valley portion of the deck plate, the reinforcing bar spacer does not flow away and does not come off. Even if external force is applied to it, it will not fall over or fall out, the concrete cover thickness of the reinforcing bar can be properly secured, and a highly accurate composite floor can be built.

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

【図1】本考案のデッキプレートの鉄筋スペーサー構造
における鉄筋スペーサーの斜視図である。
FIG. 1 is a perspective view of a reinforcing bar spacer in a reinforcing bar spacer structure of a deck plate of the present invention.

【図2】デッキプレートを示す図である。FIG. 2 is a diagram showing a deck plate.

【図3】図2のデッキプレートの谷部に図1の鉄筋スペ
ーサーを配設嵌合してなる本考案の鉄筋スペーサー構造
の一実施例を示す図である。
3 is a diagram showing an embodiment of a reinforcing bar spacer structure of the present invention in which the reinforcing bar spacer of FIG. 1 is arranged and fitted in the valley portion of the deck plate of FIG.

【図4】図3の鉄筋スペーサー構造に鉄筋を支持した
上、デッキプレート上にコンクリートを打設した状態を
示す図である。
FIG. 4 is a diagram showing a state in which the reinforcing bars are supported on the reinforcing bar spacer structure of FIG. 3 and concrete is placed on the deck plate.

【図5】デッキプレートの谷部に鉄筋を配筋する従来方
法を示す図である。
FIG. 5 is a diagram showing a conventional method of arranging reinforcing bars in the valleys of the deck plate.

【図6】デッキプレートの谷部に鉄筋を配筋する従来の
他の方法を示す図である。
FIG. 6 is a diagram showing another conventional method of arranging reinforcing bars in the valleys of the deck plate.

【符号の説明】[Explanation of symbols]

15 鉄筋スペーサー 16,16′ 鉄筋載置部 17,17′ 脚部 18,18′ 脚部 19 連結部 20 デッキプレート 21 谷部 22 屈曲内向き顎部 23 鉄筋 15 Reinforcing bar spacer 16,16 'Reinforcing bar mounting part 17,17' Leg part 18,18 'Leg part 19 Connecting part 20 Deck plate 21 Valley part 22 Bending inward jaw part 23 Reinforcing bar

Claims (1)

【実用新案登録請求の範囲】 【請求項1】 2本の平行な棒鋼からなる鉄筋載置部1
6,16′の各々の一端が下方に内側寄りに屈曲して傾
斜した脚部17,17′が形成され、鉄筋載置部16,
16′の各々の他端が下方に内側寄りに屈曲して傾斜し
た脚部18,18′が形成されると共に該脚部18,1
8′が下端で連結部19にて連結されてなる鉄筋スペー
サー15が、波形鋼板のデッキプレート20の谷部21
の長手方向に一定間隔に配されて傾斜面に形成された屈
曲内向き顎部22に嵌合されてなるデッキプレートの鉄
筋スペーサー構造。
[Claims for utility model registration] [Claim 1] Reinforcing bar mounting portion 1 made of two parallel steel bars
One end of each of 6, 6'is bent downward toward the inside to form inclined legs 17, 17 '.
The other end of each of the 16 'is bent downward toward the inside to form an inclined leg portion 18, 18', and the leg portion 18, 1 is formed.
The reinforcing bar spacer 15 formed by connecting 8'at the lower end at the connecting portion 19 is a valley portion 21 of the deck plate 20 of corrugated steel plate.
Reinforcing bar spacer structure of the deck plate, which is fitted into bent inward jaws 22 formed on the inclined surface at regular intervals in the longitudinal direction of the.
JP6248691U 1991-07-12 1991-07-12 Deck plate reinforced spacer structure Expired - Fee Related JP2542357Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP6248691U JP2542357Y2 (en) 1991-07-12 1991-07-12 Deck plate reinforced spacer structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP6248691U JP2542357Y2 (en) 1991-07-12 1991-07-12 Deck plate reinforced spacer structure

Publications (2)

Publication Number Publication Date
JPH055939U true JPH055939U (en) 1993-01-29
JP2542357Y2 JP2542357Y2 (en) 1997-07-23

Family

ID=13201559

Family Applications (1)

Application Number Title Priority Date Filing Date
JP6248691U Expired - Fee Related JP2542357Y2 (en) 1991-07-12 1991-07-12 Deck plate reinforced spacer structure

Country Status (1)

Country Link
JP (1) JP2542357Y2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101350797B1 (en) * 2012-02-24 2014-01-15 (주)이지파트너 a precast slab with a pc strand holding apparatus, and the construction method thereof
KR20200014181A (en) * 2019-01-21 2020-02-10 최창식 Deck-Plate for Long Span
KR20220025763A (en) * 2020-08-07 2022-03-03 신동훈 Deep Depth Deck-Plate And Reinforcement Composition Used for the Same

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101350797B1 (en) * 2012-02-24 2014-01-15 (주)이지파트너 a precast slab with a pc strand holding apparatus, and the construction method thereof
KR20200014181A (en) * 2019-01-21 2020-02-10 최창식 Deck-Plate for Long Span
KR20220025763A (en) * 2020-08-07 2022-03-03 신동훈 Deep Depth Deck-Plate And Reinforcement Composition Used for the Same

Also Published As

Publication number Publication date
JP2542357Y2 (en) 1997-07-23

Similar Documents

Publication Publication Date Title
JP4164511B2 (en) Deck plate with rebar truss
JPH055939U (en) Deck plate rebar spacer structure
JP3011948U (en) Reinforcement device for connecting parts such as floor structural materials
JP3001130U (en) Curved rebar frame assembly jig
JP3040953U (en) Floor truss for concrete placing
JPH074286Y2 (en) Rod support
JP3028038U (en) Deck plate
JPH0542432U (en) Reinforcement structure of concrete slab
JP3017262U (en) Abdominal muscle attachment jig
JPH0355682Y2 (en)
JPH0756422Y2 (en) Spacer for deck plate
KR0166641B1 (en) Metal form slabs
JPH0732712Y2 (en) Jig for rebar positioning
JPH0722418Y2 (en) 3D truss muscle with prestress
CA2269492A1 (en) Method for the reinforcement of reinforced concrete and reinforcement for use thereof
JPH05148931A (en) Floor plate
JPH04108960A (en) Installation jig for wall reinforcement
JP2844119B2 (en) Beam half PCa member and method of arranging beam reinforcement by using the same
JPH0624105U (en) Floor structural material
JPH0519449U (en) Auxiliary tool for placing concrete on PC beams
JP3000877U (en) Positioning structure of concrete rebar
JPH0644859U (en) Spacer for bar arrangement
JP2812581B2 (en) Beam, floor structure
JPH07111071B2 (en) Connection structure of floor slab and beam members
JPH0819732B2 (en) Spacer for rebar

Legal Events

Date Code Title Description
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 19970218

LAPS Cancellation because of no payment of annual fees