JPS6085150A - Spacer for iron reinforcement - Google Patents

Spacer for iron reinforcement

Info

Publication number
JPS6085150A
JPS6085150A JP17345484A JP17345484A JPS6085150A JP S6085150 A JPS6085150 A JP S6085150A JP 17345484 A JP17345484 A JP 17345484A JP 17345484 A JP17345484 A JP 17345484A JP S6085150 A JPS6085150 A JP S6085150A
Authority
JP
Japan
Prior art keywords
spacer
reinforcing
steel spring
bar
hold
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
JP17345484A
Other languages
Japanese (ja)
Other versions
JPH0468425B2 (en
Inventor
ゼルマ ドライツラー
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Publication of JPS6085150A publication Critical patent/JPS6085150A/en
Publication of JPH0468425B2 publication Critical patent/JPH0468425B2/ja
Granted legal-status Critical Current

Links

Classifications

    • EFIXED CONSTRUCTIONS
    • E04BUILDING
    • E04CSTRUCTURAL ELEMENTS; BUILDING MATERIALS
    • E04C5/00Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
    • E04C5/16Auxiliary parts for reinforcements, e.g. connectors, spacers, stirrups
    • E04C5/18Spacers of metal or substantially of metal

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Reinforcement Elements For Buildings (AREA)

Abstract

(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。
(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.

Description

【発明の詳細な説明】 本発明は、鉄筋、特にコンクリ−1天井に水平に組込ま
れる鉄筋のためのスペーサに関する。このために三次元
的なスペーザー形祠が既に知られている。この形材はそ
の下面近くに、フック状に開放した収容部を備えている
。この収容部は一形材が傾斜したときに鉄筋棒を掴み、
形材を旋回させるごとによって、構築すべきコンクリー
ト構築物の外面から所定の距離だけ離れるように補強マ
ットを持上げる働きをする。複数の収容部フックの間に
おいて形Hの端部まで延びる下側接続棒を水平面内で湾
曲するように形成することによって、および垂直または
斜めに延びる垂直棒を構築物の外面からの所望の距離に
相応して水平な下側接続棒1−へ突出させて配置するこ
とによって、このようなスペーザ〜形材はその垂直位置
およびそれによって持らl−げられた下側マットを付勢
する位置で安定した姿勢をとる。垂直棒の一ヒ端近くに
延設された他の水平棒は垂直面内での充分な曲げ強度を
形材に付与し、同時に垂直棒(立脚)のそれぞれの長さ
によって定められる下側マットからの離隔距離のところ
での第2補強マツ1−の載置部としての働きをする。し
かし、例えばヨーロッパ特許第0036125号による
この種の公知スペーサの場合には、下側の補強マットが
特にその」二を歩くときに開放した収容部フソークから
簡単にはずれ、そしてマットとコンクリート構築物の外
面との間隔を一様にするためにマ、l・の位置を入念に
検査し場合によっては修正しなければならないという欠
点がある。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a spacer for reinforcing bars, in particular for reinforcing bars installed horizontally in a concrete ceiling. For this purpose, three-dimensional spacer-shaped shrines are already known. This profile has a hook-shaped open receptacle near its underside. This storage part grabs the reinforcing bar when the section is tilted,
Each turn of the profile serves to lift the reinforcing mat a predetermined distance from the external surface of the concrete structure to be constructed. By configuring the lower connecting rods extending between the plurality of receptacle hooks to the ends of the H shape to be curved in the horizontal plane, and the vertical rods extending vertically or diagonally to the desired distance from the outer surface of the construction. By arranging it projecting onto a correspondingly horizontal lower connecting rod 1, such a spacer profile can be placed in its vertical position and thereby in a position that biases the lifted lower mat. Take a stable posture. Another horizontal bar extending near one end of the vertical bar provides the section with sufficient bending strength in the vertical plane, while at the same time providing support for the lower mat defined by the length of each of the vertical bars. The second reinforcing pine 1- is placed at a distance from the second reinforcing pine 1-. However, in the case of known spacers of this kind, for example from EP 0 036 125, the lower reinforcing mat easily slips out of the open receptacle fittings, especially when walking on its two sides, and the outer surfaces of the mat and the concrete structure The disadvantage is that the positions of M and L must be carefully inspected and corrected if necessary in order to make the distance between them uniform.

本発明の課題は、収容部によって把持された鉄筋棒が絶
対にはずれないようにし、′それによって伺加的な時間
および作業コストをかりずに鉄筋マント全体と構築物外
面の間隔を正確にかつ一様に保持する前述の種類のスペ
ーサをつくることである。この課題は特許請求の範囲に
記載した特徴によって解決される。この特徴は同時に、
スペーサのAil込みおよび製作時の取扱いを容易かつ
簡単にする。
It is an object of the present invention to ensure that the reinforcing bar gripped by the storage part never comes off, so that the distance between the entire reinforcing bar mantle and the outer surface of the structure can be accurately and uniformly maintained without additional time and work costs. The first step is to create a spacer of the kind described above that holds it in place. This object is achieved by the features specified in the patent claims. At the same time, this feature
To facilitate and simplify the handling of a spacer when it is filled with aluminum and manufactured.

本発明によるスペーサの好ましい特徴は特許請求の範囲
記載の特徴と、7つの図に基づく2つの実施例の以下の
説明から明らかになる。
Preferred features of the spacer according to the invention emerge from the features of the patent claims and from the following description of two exemplary embodiments based on seven figures.

第1〜4図に示した本発明によるスペーサの実施例の場
合には、はぼ垂直な平面内に設けた3本の立脚6.6”
、6と第2の平面内で少なく共終−2でいる両支持脚5
が、下側と上側の水平棒1゜4に、l、ってしかも特に
溶接によって互いに固定連結されている。従って、立脚
と支持脚は、鉄筋コンクリ−1・構築物を建築する際の
下側と十?11+1の補強マットすなわちワイヤラスM
u、Moの棒のための安定した立体的支持物を形成する
。型枠Sに栽−Uた下側の補強マットMuを型枠Sから
所定の距*lt iJだけ&11シて容易にかつ迅速に
セントできるようにするために、一方向に作用する係1
F要素8を備えた鋼鉄ばね要素7がスペーサの中央の立
脚6゛に取イ」げられている。それによって、スペーサ
は)″グ脚6,6”の支持個所の回りに図示の状態から
約90度傾斜した位置で、その尖ったアーム11によっ
てマットMuの棒を把持し、そしてスペーサを図示の位
置に整向する際に型枠Sから距gll 、Iだ4−1離
れるように持l−げろ。その際、後側へ引込むように形
成された外側立脚6の曲げ部12は、鋼鉄ばね要素7.
8によって取外し不能に保持された下側補強マットMu
の棒のための付加的な支持部13を形成する。第2図の
平面図に最もよく示されている上側水平棒4の曲げ部1
5は、下側マツl−M uの欅14を把持する際および
下側77)を持上げた状態でスペーサを図示の作用位置
に整向する際に、把手として役立つ。−上側の線棒4は
第2の1−側の補強マツ)MOを下側の補強マツl−M
 uから立脚6.6”のそれぞれの長さだけ離して支持
するために役立つ。
In the case of the embodiment of the spacer according to the invention shown in FIGS. 1 to 4, three upright legs 6.6"
, 6 and both support legs 5 which are at least co-terminus -2 in the second plane.
are fixedly connected to the lower and upper horizontal rods 1.4, l, and in particular to one another by welding. Therefore, the standing legs and supporting legs are the lower side and the lower side when building a reinforced concrete structure. 11+1 reinforcement mat i.e. wire lath M
u, forming a stable steric support for the Mo rods. In order to easily and quickly place the lower reinforcing mat Mu planted on the formwork S by a predetermined distance from the formwork S, a member 1 acting in one direction is used.
A steel spring element 7 with an F element 8 is mounted on the central upright leg 6' of the spacer. Thereby, the spacer) grips the rod of the mat Mu with its pointed arm 11 in a position inclined approximately 90 degrees from the position shown, around the support points of the "legs 6, 6", and the spacer is moved into the position shown. When aligning to the position, hold it so that it is a distance of 4-1 from the formwork S. In this case, the bent part 12 of the outer upright leg 6, which is designed to be retracted to the rear, is connected to the steel spring element 7.
Lower reinforcing mat Mu irremovably held by 8
forming an additional support 13 for the rod. Bend 1 of the upper horizontal bar 4 best shown in the plan view of FIG.
5 serves as a handle when gripping the zelkova 14 of the lower pine l-M u and when aligning the spacer with the lower side 77) lifted into the working position shown. - The upper wire rod 4 is the second 1- side reinforcing pine) MO and the lower reinforcing pine l-M
It serves to support each of the standing legs 6.6" apart from the u.

幾分変形した第4〜7図の実施例は、係ll二要素8を
備えた一方向に作用する鋼鉄ばね要素7を有する中央の
立脚6゛が、水平の接続棒1,4を例えば約5度の小さ
な角度だけ曲げることによって隣りの立脚6.6から少
しだけずらして設けられている点だけが第1〜4図の前
記実施例と異なる。
The somewhat modified embodiment of FIGS. 4 to 7 is such that the central upright leg 6', which has a unidirectionally acting steel spring element 7 with two connecting elements 8, connects the horizontal connecting rods 1, 4, e.g. It differs from the embodiment of FIGS. 1 to 4 only in that it is slightly offset from the neighboring upright leg 6.6 by being bent by a small angle of 5 degrees.

中央の立脚6゛をこのようにずらすことによって、鋼鉄
ばね要素の係1ト要素8によって把持された下側マット
M IJの棒は第6図に示すように、持」−げ時に立脚
6,6の下端を中心にして傾斜させながらスペーサを整
向することによって同時に成る程度変形する。この変形
はスペーサによって持上げられた下側補強マントの棒と
スペーサの摩擦的な連結を一層強固なものにする。この
連結は中央の一ザ1脚6°にオンげる形状補完的な保持
と関連して、補強マット1での歩行の際にもスペーサの
傾斜を6イ1゛実に防ぐ。
By shifting the center leg 6 in this manner, the rod of the lower mat M IJ gripped by the locking element 8 of the steel spring element will shift when lifted, as shown in FIG. By aligning the spacer while tilting the lower end of the spacer 6 as the center, the spacer is simultaneously deformed to a certain degree. This deformation further strengthens the frictional connection between the spacer and the rod of the lower reinforcing mantle lifted by the spacer. This connection, in conjunction with the complementary retention of the central leg by 6°, effectively prevents the spacer from tilting even when walking on the reinforcing mat 1.

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

第1図は本発明によるスペーサの正面図、第2図は第1
図と同しスペーサの平面図、第3図はスペーサの側面図
、第4図は第2図のスペーサを■−rV線に沿って切断
した図、第5図は幾らか変形したスペーサのrF面図、
第6図Cζ第5図と同じスペーサの平面図、第7図はス
ペーサの側面図である。 6.6”・・・立脚 7・・・鋼鉄ばね要素8・・・係
11−要素 12・・・曲げ部13・・・載置部 14
・・・棒 Mo・・・1−例補強マット M u・・・下側補強マノl〜 S・・・型枠 図面の浄書(内存に変更なし) 第1図 派 一′rIミ 糸ダ5 ネ市 tiE イU’昭和59年
10月22日 特許庁長官 志賀 学 殿 l 、41件の表示 昭和59年特許願第173454号 2、発明の名称 鉄筋用スペーサ :3.補正をする者 +j件どの関係 特許出願人 氏名 ゼルマ ドライッラー 4、代理人 住所 東京都港区西新橋2丁目32番4号梶二に業ビル
 〒105賞(433)4564昭和 年 月 11 発送11 昭和 年 月 F1 6、補11−の対象 優先権証明書、図面 7、補正の内容 別紙の通り (図面の浄書、内容に変更なし)
FIG. 1 is a front view of a spacer according to the present invention, and FIG. 2 is a front view of a spacer according to the present invention.
Figure 3 is a side view of the spacer, Figure 4 is a diagram of the spacer in Figure 2 cut along the -rV line, Figure 5 is the rF of the spacer that has been slightly deformed. side view,
FIG. 6C is a plan view of the same spacer as FIG. 5, and FIG. 7 is a side view of the spacer. 6.6”... Standing leg 7... Steel spring element 8... Part 11-element 12... Bending part 13... Placement part 14
... Bar Mo... 1-Example reinforcing mat M u... Lower reinforcing mano L ~ S... Engraving of formwork drawing (no changes to the contents) 1st drawing 1'rI Mi Thread 5 October 22, 1980 Manabu Shiga, Commissioner of the Patent Office, 41 indications 1982 Patent Application No. 173454 2 Name of invention Spacer for reinforcing bars: 3. Person making the amendment + j matters and what relationship Patent applicant name: Zelma Dreiller 4, agent address: Kaji Ni-ni-gyo Building, 2-32-4 Nishi-Shinbashi, Minato-ku, Tokyo 105 Sho (433) 4564 Showa Year Month 11 Shipping 11 Showa Year/Month F1 6, Supplement 11- subject priority certificate, Drawing 7, contents of amendment as attached (Engraving of drawing, no change in contents)

Claims (1)

【特許請求の範囲】 il+ 三次元的な形材として形成され、この形材が収
容部を備え、この収容部が張設された下側マットの棒と
共に立脚の下側近くに設けられ、スペーサを約90度伸
斜さセた位置で棒を把持し、垂直に整iilする際に型
枠から所定の距離だけ離れた4i/2に棒を持トげかつ
その中に保持し、形材が同時に第2の上側の補強マット
の載置部としての(1+きをし、補引目A料からなり、
構築すべきコンクリ−1部材の厚さに合った高さ位置に
設けられている、鉄筋、特に二1ンクリート天井に組み
込まれる鉄筋のためのスペーサにおいて、一方向に作用
する係1)要素(8)を備えたフック状の鋼鉄ばね要素
(7)が特に中央の立脚(6°)に立脚平面に対してほ
ぼ垂直に設けられ、他の立1j(6)が鋼鉄ばね要素(
7)に取外し不能に絹込まれる下側補強マノl(Mu)
の欅(14)のための、曲げ部(12)によって形成さ
れた他の載置部(13)を備えていることを特徴とする
スペーサ。 (2)上側の水平棒(4)が、鋼鉄ばね要素(7゜8)
を備えた中央の立脚(6゛)の領域に、スペーサの絹込
みおよび整向時の把手としての曲げ部(15)を備えて
いることを特徴とする特許請求の範囲第1項記載のスペ
ーサ。 (3)一方向に作用するフック状の鋼鉄ばね要素(7,
8)を備えた中央の立脚(6゛)が、水平の接続棒(1
,’4)を幾分曲げることによって、垂直平面内で隣の
立脚(6)から少しずらして設けられ、水平の接続棒(
1,4)が立脚(6,6)との接続個所で約45度の大
きな角度で外側立11111(5,5)の方へ曲がって
いることを特徴とする特許請求の範囲第1項記載のスペ
ーサ。
[Scope of Claims] il+ is formed as a three-dimensional profile, and this profile is provided with an accommodation section, which accommodation section is provided near the bottom of the upright leg together with the stretched lower mat rod, and the spacer Hold the bar at an angle of about 90 degrees, and when aligning it vertically, hold the bar at 4i/2, a predetermined distance from the formwork, and hold it there. At the same time, the second upper reinforcing mat is placed on (1+) and consists of supplementary material A,
In spacers for reinforcing bars, especially reinforcing bars incorporated in concrete ceilings, which are installed at a height that matches the thickness of the concrete member to be constructed, the element (8) acting in one direction is used. ) is provided approximately perpendicular to the plane of the vertical foot on the central foot (6°), the other foot 1j (6) is provided with a steel spring element (
7) The lower reinforcing mano l (Mu) is irremovably inserted into the
A spacer characterized in that it is provided with another mounting part (13) formed by a bent part (12) for a keyaki (14). (2) The upper horizontal bar (4) is a steel spring element (7°8)
The spacer according to claim 1, characterized in that a bent portion (15) is provided in the region of the central standing leg (6゛) with a bending portion (15) serving as a handle for inserting the spacer and aligning the spacer. . (3) unidirectionally acting hook-shaped steel spring elements (7,
The central standing leg (6゛) with the horizontal connecting rod (1
, '4) is placed slightly offset from the adjacent upright leg (6) in the vertical plane, and the horizontal connecting rod (
1, 4) are bent towards the outer stand 11111 (5, 5) at the point of connection with the upright legs (6, 6) at a large angle of approximately 45 degrees. spacer.
JP17345484A 1983-08-23 1984-08-22 Spacer for iron reinforcement Granted JPS6085150A (en)

Applications Claiming Priority (3)

Application Number Priority Date Filing Date Title
DE19833330339 DE3330339A1 (en) 1983-08-23 1983-08-23 Spacer for reinforcements
DE3330339.8 1983-08-23
DE3426716.6 1984-07-20

Publications (2)

Publication Number Publication Date
JPS6085150A true JPS6085150A (en) 1985-05-14
JPH0468425B2 JPH0468425B2 (en) 1992-11-02

Family

ID=6207196

Family Applications (1)

Application Number Title Priority Date Filing Date
JP17345484A Granted JPS6085150A (en) 1983-08-23 1984-08-22 Spacer for iron reinforcement

Country Status (2)

Country Link
JP (1) JPS6085150A (en)
DE (1) DE3330339A1 (en)

Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS589418U (en) * 1981-07-13 1983-01-21 東興産業株式会社 Rebar spacing retainer

Family Cites Families (5)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE1758356U (en) * 1955-06-30 1957-12-19 Seifert Geb SPACERS FOR METAL INSERTS OF CONCRETE COMPONENTS.
DE1972669U (en) * 1967-07-29 1967-11-16 Carl Aug Bauer K G SPACERS FOR REINFORCEMENT OF CONCRETE STRUCTURES, FABRIC MATS OD. DGL.
JPS589418B2 (en) * 1978-08-03 1983-02-21 株式会社リコー Liquid developer for electrostatography
DE3009797A1 (en) * 1980-03-14 1981-09-24 Hans Werner 5883 Kierspe Rothstein REINFORCEMENT SPACERS
DE3140585A1 (en) * 1981-10-13 1983-04-21 Selma 7066 Baltmannsweiler Dreizler Spacer for welded meshes

Patent Citations (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS589418U (en) * 1981-07-13 1983-01-21 東興産業株式会社 Rebar spacing retainer

Also Published As

Publication number Publication date
JPH0468425B2 (en) 1992-11-02
DE3330339A1 (en) 1985-06-27

Similar Documents

Publication Publication Date Title
EP0290640A1 (en) Spring unit
CN218323496U (en) Steel bar truss with simplified structure and steel bar truss pre-embedded type floor support plate
JPS6085150A (en) Spacer for iron reinforcement
US1240137A (en) Reinforcement system for concrete beams.
US3950911A (en) Apparatus for reinforcing concrete
JP2022516150A (en) Assembled shelf structure for pallets with adjustable width and height
CN1015191B (en) Casing for making concrete construction components
JP4226195B2 (en) Concrete top edge spacer
US3890756A (en) Concrete reinforcement
JP6483906B1 (en) Method for manufacturing a cane beam
EP0874098B1 (en) Spacer for concrete reinforcing bars
JP2582717B2 (en) Fuens
CN217924446U (en) Stirrup
CN214575149U (en) Simple limiting split heads for supporting upper and lower layers of reinforcing steel bars
JPS6222571Y2 (en)
JP7336167B1 (en) transport rack
CN214006258U (en) Positioning stirrup for beam bottom steel bar protection layer
JP5239929B2 (en) Segment stacking jig and segment installation method
US2196158A (en) Concrete construction
JPH0727297Y2 (en) Runner for mounting pillars of concrete formwork
TWI364478B (en) A hollow-core slab structure using novel steel deck and a method for constructing the hollow-core slab structure
GB2233992A (en) Braces for reinforcing mesh structures
JPS6326398Y2 (en)
JPH0647434U (en) Reinforcing bar spacing tool for construction
JPS5841240Y2 (en) Fixing structure of the grip in the shovel