JP3005011U - Reinforcing beam assembly bracket - Google Patents

Reinforcing beam assembly bracket

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Publication number
JP3005011U
JP3005011U JP1994006493U JP649394U JP3005011U JP 3005011 U JP3005011 U JP 3005011U JP 1994006493 U JP1994006493 U JP 1994006493U JP 649394 U JP649394 U JP 649394U JP 3005011 U JP3005011 U JP 3005011U
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JP
Japan
Prior art keywords
metal fitting
steel
bar
nut
fitting
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 - Lifetime
Application number
JP1994006493U
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Japanese (ja)
Inventor
真一郎 森永
Original Assignee
株式会社バークリー
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Priority to JP1994006493U priority Critical patent/JP3005011U/en
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Abstract

(57)【要約】 【目的】 結束作業無しで鉄筋梁の組立を簡単、確実
にでき、熟練の不要、作業時間の節約を得る。 【構成】 押さえ金具(1)、押し上げ金具(2)に
はウヱブ中央にばか穴が開き右ナット(10)、左ナッ
ト(11)が溶接されている。これらの金具に上下運動
与える押圧具ボルト(7)は、鉄丸棒の両端に右ねじ
(8)、左ねじ(9)を切ったものである。これら3者
を組み合わせた金具を鉄筋梁の上、下端筋の間に入れ
て、押圧具ボルトを右回りに廻せば押さえ金具(1)は
下端筋(3)を下に、押し上げ金具(2)は上端筋
(4)を上にスタ−ラップ筋に押圧するので梁の組立が
確実に行える。
(57) [Summary] [Purpose] Assembling of reinforcing bars can be done easily and securely without binding work, no skill is required, and working time is saved. [Structure] A right nut (10) and a left nut (11) are welded to the holding metal fitting (1) and the lifting metal fitting (2) by forming a burrow hole in the center of the wave. A pusher bolt (7) for vertically moving these metal fittings is formed by cutting a right-hand screw (8) and a left-hand screw (9) at both ends of an iron round bar. Insert a metal fitting combining these three members between the upper and lower end bars of the reinforcing beam and turn the presser bolt clockwise to make the holding metal fitting (1) push the lower end bar (3) downward and the lifting metal fitting (2). Since the upper end streak (4) is pressed upward to the stirrup streak, the beam can be reliably assembled.

Description

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

【0001】[0001]

【産業上の利用分野】 本考案は、鉄筋梁の組み立て装置に係るものであり詳し くは上、下端筋を押圧具ボルトによりスターラップ筋に押圧することに依り鉄筋 梁を組み立てる金具に関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an apparatus for assembling a reinforcing bar beam, and more particularly to a metal fitting for assembling a reinforcing bar beam by pressing the upper and lower end bars against a stirrup bar with a pressing tool bolt. is there.

【0002】[0002]

【従来の技術】 従来、鉄筋梁の組み立ては請求項1一般階鉄筋梁にあっては、 図(4)の様に、請求項2鉄骨鉄筋梁にあっては、図(7)の様に請求項3地中 梁にあっては、図(12)の様に上端筋(3)及び下端筋(3)とスターラップ 筋(5)を結束線(6)で結束することに依り梁を組立てていた。本考案は従来 の結束による組立とは全く異なる発想によるものであるが、ただ請求項3に関し ては地中梁筋支持金具の存在が知られている。(例えば、P出61−66137 E04C 5/16 S61.03.24開61−282536 E04C 5/16 S61.12.12)2. Description of the Related Art Conventionally, assembling of a reinforced beam is as shown in FIG. 4 in the case of claim 1 general floor reinforced beam and in FIG. 2 in the case of claim 2 steel reinforced beam. Claim 3 In the underground girder, as shown in Fig. (12), the upper end bar (3) and the lower end bar (3) and the stirrup bar (5) are bound with a binding line (6) to form the beam. It was assembled. The present invention is based on an idea completely different from the conventional assembly by bundling, but only with respect to claim 3, the existence of the underground beam reinforcing metal fitting is known. (For example, P output 61-66137 E04C 5/16 S61.03.24 opening 61-282536 E04C 5/16 S61.12.12)

【0003】[0003]

【考案が解決しようとする課題】 従来の技術で述べた三者とも結束作業そのも のが熟練を要し、かつ時間の掛る作業であり特に請求項1一般階用梁の組み立て は図(2)に示す様に梁型枠の内部での作業である為。[Problems to be Solved by the Invention] The binding work of all three members described in the prior art is a skill-consuming and time-consuming work. Because it is the work inside the beam formwork as shown in).

【0004】 特に下端鉄筋(3)の結束作業が事実上は不可能と云える程度に困難であると いう問題点を有していた。In particular, there has been a problem that the work of binding the lower end reinforcing bars (3) is difficult to the extent that it is practically impossible.

【0005】 本考案は従来の技術の有するこのような問題点に鑑みてなされた ものでありその目的とするところは、上端筋の上端、下端筋の下端をスターラッ プ筋に押圧する為に押圧ボルトを廻すという簡単な作業により結束作業に依って 組み立てられた鉄筋梁よりも確実・迅速・かつ熟練を要せず鉄筋梁の組立てが出 来る組立金具を提供しようとするものである。The present invention has been made in view of the above problems of the prior art. An object of the present invention is to press the upper end of the upper end streak and the lower end of the lower end streak to press the star lap streak. It is an object of the present invention to provide an assembly metal fitting capable of assembling a reinforced steel beam that is more reliable, quicker, and requires less skill than a reinforced steel beam assembled by bundling work by simply turning bolts.

【0006】[0006]

【課題を解決する為の手段】 上記目的を達成する為に、本考案に於ける組立て 金具は請求項1にあっては溝型鋼のウエブにバカ穴を開け右ナットを溶接した上 端筋押上げ金具と溝型鋼のウエブにバカ穴を開け左ナットを溶接した下端筋押さ え具、及び両端部の一端100mmに右ネジ、一端100mmに左ネジを切り右ネジ 部先端にナットを取付けた押圧ボルトの三部構成によって構成される。Means for Solving the Problems In order to achieve the above object, the assembly metal fitting according to the present invention is, in claim 1, an upper end piercing press formed by forming a fancy hole in a grooved steel web and welding a right nut. Lower end muscle presser that has a stupid hole in the metal of the lifting metal and the grooved steel web and welded the left nut, and the right screw is cut at one end of 100 mm and the left screw is cut at one end of 100 mm, and the nut is attached at the tip of the right screw. It is composed of three parts of bolts.

【0007】 請求項2にあっては、溝型鋼のウエブにバカ穴を空け右ナットを 溶接した下端筋押さえ金具と長さ100の全ネジボルトの二構成部よりなる。According to a second aspect of the present invention, there are two components, that is, a lower end bracing metal fitting in which a stiff hole is formed in a grooved steel web and a right nut is welded, and a full-thread bolt having a length of 100.

【0008】 請求項3にあっては、等辺山型鋼によってなる上下動調節機構付 き上端筋支持具と、その支柱下部側面に取り付けられた下端筋押さえ装置の二部 構成よりなる。According to a third aspect of the present invention, there is provided a two-part configuration of an upper end bar support with an up-and-down motion adjusting mechanism made of equilateral mountain type steel, and a lower end bar presser attached to the lower side surface of the column.

【0009】[0009]

【作用】 請求項1にあっては、上端筋押し上げ金具のフランジ先端部を上端筋 の下端に当て下端筋押さえ金具のフランジ先端部を下端筋の上端に当てて押圧ボ ルトを右廻りに廻せば上端筋は上へ下端筋は下へスターラップ筋上下面に押圧さ れ梁の組み立ては完成する。According to the first aspect of the present invention, the flange tip of the upper end bar pushing-up metal fitting is applied to the lower end of the upper end bar, and the flange tip of the lower end bar pressing metal fitting is applied to the upper end of the lower end bar to turn the pressing bolt clockwise. For example, the upper end bar is pushed up and the lower end bar is pushed down to the stirrup bar.

【0010】 請求項2にあっては、下端筋押さえ金具のフランジ先端部を下端 筋の上端に当て押圧ボルト先端をH型鋼のフランジ面に当てて右廻りに廻せばH 型鋼上部フランジ面に溶接されたカンザシ山型鋼の上に配筋された上端筋は上へ 、下端筋は下へスターラップ筋上下面に押圧され鉄骨鉄筋梁の組み立ては完成す る。According to a second aspect of the present invention, the flange tip of the lower end bar pressing metal fitting is applied to the upper end of the lower end bar, and the tip of the pressing bolt is applied to the flange surface of the H-shaped steel and turned clockwise to weld it to the upper flange surface of the H-shaped steel. The upper rebars arranged on the pierced Kanzashi angle steel are pushed up and the lower rebars are pushed downward on the upper and lower surfaces of the stirrup bar, and the assembly of the steel-framed rebar beam is completed.

【0011】 請求項3にあっては、L型鋼よりなる上下移動調節機構付き本体 の上端筋支持用軽溝型鋼のフランジ先端部に上端筋を載せ、下端筋の上端に下端 筋押さえ金具のフランジ先端部を当てて押圧ボルトを右廻りに廻せば上端筋は押 し上げられ、下端筋は押し下げられそれぞれがスタ−ラップ筋に押圧され地中梁 筋の組立は完成する。According to a third aspect of the present invention, the upper end stirrup is placed on the tip end of the flange of the light groove type steel for supporting the upper end streak of the main body with the vertical movement adjustment mechanism made of L-shaped steel, and the flange of the lower end streak retainer is attached to the upper end of the lower end streak When the tip end is applied and the pressure bolt is turned clockwise, the upper end bar is pushed up, the lower end bar is pushed down, and each is pressed by the stirrup bar, and the assembly of the underground beam bar is completed.

【0012】[0012]

【実施例】 実施例について図面を参照して説明する。図3は請求項1に関する 実施例である。押さえ金具(1)押し上げ金具(2)は例えば40×20×1.6程度 の軽溝型鋼(1)を鉄筋梁の幅+50 の長さに切断したものでそのウエブのほぼ 中央にφ16のばか穴を開けφ16のナットを溶接したものである。これらの金 具に上下運動を与える押圧ボルト(7)はφ16鉄棒の両端100に右ねじ(8 )、左ねじ部(9)を設け右ねじ部の先端には袋ナット(26)を捩じ込んだも のである。図示するが如く本金具を上端筋(4)と下端筋(3)の間に介在させ 上端筋押し上げ金具(2)のフランジ先端部を上端筋(4)の下端に当て下端筋 押さえ金具(1)のフランジ先端部を下端筋(3)の上端に当てて押圧ボルト( 7)を右廻りに廻せば上端筋押し上げ金具(2)は上端筋(4)を押し上げ、下 端筋押さえ金具(1)は下端筋(3)を押し下げ、スターラップ筋上下面に押圧 され、依って梁の組み立ては完成する。EXAMPLES Examples will be described with reference to the drawings. FIG. 3 is an embodiment relating to claim 1. The holding metal fittings (1) and the lifting metal fittings (2) are, for example, light groove type steel (1) of about 40 × 20 × 1.6 cut to the width of the rebar beam +50 length, and a dia. This is a welded nut with an opening of φ16. The pressing bolts (7) that give vertical movements to these tools are provided with a right screw (8) and a left screw portion (9) at both ends 100 of a φ16 iron rod, and a cap nut (26) is screwed at the tip of the right screw portion. It's complicated. As shown in the figure, this metal fitting is interposed between the upper end reinforcement (4) and the lower end reinforcement (3). The flange tip of the upper end reinforcement pushing up metal fitting (2) is applied to the lower end of the upper end reinforcement (4) and the lower end reinforcement pressing metal fitting (1 ) The flange tip of) is applied to the upper end of the lower end stirrup (3) and the pressure bolt (7) is turned clockwise, the upper end stirrup push-up fitting (2) pushes up the upper end streak (4), and the lower end streak presser fitting (1) ) Pushes down the bottom stirrup (3) and is pressed to the upper and lower surfaces of the stirrup streak, thereby completing the beam assembly.

【0013】 図6は請求項2に関する実施例である。押さえ金具(1)押し上げ金具(2) は例えば40×20×1.6程度の軽溝型鋼(1)を鉄骨鉄筋梁の幅+50 の長さに切断 しそのウエブのほぼ中央にφ13のばか穴を開けφ13のナットを溶接したもの である。この押さえ金具(1)を押さえる押圧ボルト(7)はφ13の全ねじボ ルトである。図示するが如く本金具をH型鋼(12)下部フランジ面(13)と 下端筋(3)の間に介在させ押圧ボルト(24)を右廻りに廻せば、押圧ボルト (24)の先端はH型鋼下部フランジ面(13)を押しその押圧力は押さえ金具 (1)かんざしL型鋼(14)へと伝えられ、かんざしL型鋼(14)は上端筋 (4)を押し上げ、下端筋押さえ金具(1)は下端筋(3)を押し下げ、スター ラップ筋(5)を上下面に押圧し、依って鉄骨鉄筋梁の組み立ては完成する。FIG. 6 shows an embodiment according to claim 2. For the holding metal fitting (1) and the lifting metal fitting (2), for example, light groove type steel (1) of about 40 × 20 × 1.6 is cut into a width of steel frame rebar beam +50 length, and a diaper hole of φ13 is made at the center of the web. A φ13 nut is welded. The pressing bolt (7) which presses the pressing metal fitting (1) is a full-threaded bolt of φ13. As shown in the figure, if this metal fitting is interposed between the H-shaped steel (12) lower flange surface (13) and the lower end streak (3) and the pressing bolt (24) is turned clockwise, the tip of the pressing bolt (24) is Pressing the lower flange surface of the shape steel (13), the pressing force is transmitted to the holding metal fitting (1) to the L-shape steel (14) of the hairpin, and the L-shape steel (14) of the hairpin pushes up the upper end bar (4) and presses the lower end bar (1). ) Pushes down the bottom bar (3) and presses the stirrup bar (5) up and down, thus completing the assembly of the steel beam.

【0014】 図11は請求項3に関する実施例である。上端筋保持金具(21)は例えば40 ×20×1.6程度の軽溝型鋼(21)を地中梁の幅+50 の長さに切断しそのウエブ のほぼ中央にφ13のばか穴を開けφ13のナットを溶接したものである。高さ 調節用スライド機構(16)を設けたL型鋼よりなる本体(15)の支柱下部に は下端筋押さえ機構(19)が設けてられている。下端筋押さえ金具(1)は例 えば40×20×1.6程度の軽溝型鋼を地中梁の幅+50 の長さに切断したものである 。 図示するが如く地中梁の丈に合わせた本金具を上端筋(4)と下端筋(3) の間に介在させ、上部の上端筋保持金具(21)の上面に上端筋(4)を配設し 下端筋押さえ金具(1)を下端筋(3)の上面に置き、下端筋(3)押さえ機構 の押圧ボルト(25)を右回りに廻せばその押圧力は押さえ金具(1)、上端筋 保持金具(21)へと伝えられ、上端筋保持金具は上端筋を押し上げ、下端筋押 さえ金具は下端筋を押し下げ、スターラップ筋上下面に押圧し、依って地中梁の 組み立ては完成する。FIG. 11 shows an embodiment relating to claim 3. For the upper end bar holding metal fitting (21), for example, light groove type steel (21) of about 40 × 20 × 1.6 is cut to the width of the underground beam + 50 length, and a diametrical hole of φ 13 is drilled at approximately the center of the web to make a nut of φ 13 Are welded together. A lower end stirrup pressing mechanism (19) is provided at a lower portion of a column of a main body (15) made of an L-shaped steel provided with a height adjusting slide mechanism (16). The bottom-end bracing metal fitting (1) is, for example, a light groove type steel of about 40 × 20 × 1.6 cut into the width of the underground beam +50 length. As shown in the figure, insert a metal fitting matching the length of the underground beam between the upper end bar (4) and the lower end bar (3), and attach the upper end bar (4) to the upper surface of the upper end bar retaining metal fitting (21). Place the lower end bar pressing metal fitting (1) on the upper surface of the lower end bar (3), and turn the pressing bolt (25) of the lower end bar (3) pressing mechanism clockwise, and the pressing force is the pressing metal fitting (1), It is transmitted to the upper-end bar holding bracket (21), the upper-end bar holding bracket pushes up the upper-end bar, and the lower-end bar holding bracket pushes down the lower-end bar and presses it to the upper and lower surfaces of the stirrup bar. Complete.

【0015】[0015]

【本考案の効果】[Effect of the present invention]

本考案は上述の如く構成されているので次に記載する効果を奏する。 Since the present invention is configured as described above, it has the following effects.

【0016】 請求項1、2、3に共通して、結束作業が不要となるので結束作業が必要とする 熟練が不要となるので非熟練者でも作業が行えるようになり、組立に要する時間 を短縮出来る。In common with claims 1, 2, and 3, since the binding work is unnecessary, the skill required for the binding work is not required, so that even an unskilled person can perform the work, and the time required for assembly is reduced. Can be shortened.

【0017】 請求項1、2、3に共通して、結束に依る工法では組立強度に限界が有り、組立 後もグラグラする状態であったが本考案を採用すれば組立強度が強いので組立精 度を保持出来る。In common with claims 1, 2 and 3, the assembly method has a limit in the assembly strength, and the assembly is in a sluggish state even after the assembly. You can hold the degree.

【0018】 請求項1にあっては、近時スタ−ラップの間隔が狭くなり、結果として梁丈の大 きいものは事実上下端筋の結束が不可能となっておった。本考案を採用すれば梁 筋上部のボルトを締めるだけの簡単な作業に依って組立が出来る為、下端筋の固 定が可能であり、従来の如き不自然な姿勢による熟練作業から開放される。According to the first aspect of the present invention, the distance between the staples has recently been narrowed, and as a result, it is virtually impossible to bind the lower end streaks of a large beam. By adopting the present invention, the assembly can be done by simply tightening the bolts on the upper part of the beam, so that the lower end bar can be fixed and the conventional skilled work due to an unnatural posture is released. .

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

【図1】請求項1の姿図である。FIG. 1 is a schematic view of claim 1.

【図2】請求項1の実施例を示す姿図である。FIG. 2 is a schematic view showing an embodiment of claim 1.

【図3】請求項1の実施例を示す姿図である。FIG. 3 is a schematic view showing an embodiment of claim 1.

【図4】請求項1に係る在来工法を示す姿図である。FIG. 4 is a diagram showing a conventional construction method according to claim 1.

【図5】請求項2の姿図である。FIG. 5 is a schematic view of claim 2.

【図6】請求項2の実施例を示す姿図である。FIG. 6 is a diagram showing an embodiment of claim 2;

【図7】請求項2に係る在来工法を示す姿図である。FIG. 7 is a diagram showing a conventional construction method according to claim 2;

【図8】請求項3の姿図である。FIG. 8 is a schematic view of claim 3.

【図9】請求項3の一部分の詳細図である。FIG. 9 is a detailed view of a portion of claim 3;

【図10】請求項3の一部分の詳細図である。FIG. 10 is a detailed view of a portion of claim 3;

【図11】請求項3の実施例を示す姿図である。FIG. 11 is a diagram showing an embodiment of claim 3;

【図12】請求項3に係る在来工法を示す姿図である。FIG. 12 is a diagram showing a conventional construction method according to claim 3;

【符号の説明】[Explanation of symbols]

1、下端筋押さえ金具軽溝型鋼 2、上端筋押上げ金具軽溝型鋼 3、下端筋 4、上端筋 5、スタ−ラップ 6、結束線 7、一般階用鉄筋梁用押圧ボルト 8、右ねじ 9、左ねじ 10、右ナット 11、左ナット 12、H型鋼 13、H型鋼フランジ面 14、かんざしL型鋼 15、支柱L型鋼 16、高さ調節用スライド機構 17、スライド機構用ロック機構 18、スライド機構用ロックボルト 19、下端筋押さえ機構 20、押さえ機構用L型鋼 21、上端筋保持金具 22、上端筋保持金具取り付けボルト 23、ベ−ス板 24、鉄骨鉄筋梁用押圧具ボルト 25、地中梁用押圧具ボルト 26、袋ナット 27、全ねじボルト 1, bottom end presser fitting light groove type steel 2, top end pusher fitting light groove type steel 3, bottom end bar 4, top end bar 5, stapler 6, binding wire 7, general floor reinforcing bar beam pressing bolt 8, right hand screw 9, left screw 10, right nut 11, left nut 12, H-shaped steel 13, H-shaped steel flange surface 14, hairpin L-shaped steel 15, support L-shaped steel 16, height adjustment slide mechanism 17, slide mechanism lock mechanism 18, slide Lock bolt for mechanism 19, Lower end bar holding mechanism 20, L-shaped steel for holding mechanism 21, Upper end bar holding metal fitting 22, Upper end bar holding metal fitting mounting bolt 23, Base plate 24, Steel frame rebar beam pressing tool bolt 25, Underground Beam pressing tool bolt 26, cap nut 27, full screw bolt

Claims (3)

【実用新案登録請求の範囲】[Scope of utility model registration request] 【請求項1】 溝型鋼(1)のウヱブ中央にばか穴を開
け左ナットを(10)を溶接した下端筋押さえ金具
(1)と、右ナットを溶接した上端筋押し上げ金具
(2)及び、両端に右ネジ(8)左ネジ(9)部を設
け、右ネジ(8)に袋ナットをねじ込んだ一般階鉄筋梁
用押圧具(7)よりなる一般階鉄筋梁用組み立て金具。
1. A lower end bar presser fitting (1) in which a fool hole is formed in the center of the wave of a grooved steel (1) and a left nut (10) is welded, and an upper end bar push-up bracket (2) in which a right nut is welded, and An assembly bracket for a standard floor rebar beam, which comprises a right-hand thread (8) and a left-hand thread (9) at both ends, and a cap nut (7) in which a cap nut is screwed into the right-hand thread (8).
【請求項2】 溝型鋼(1)に右ナット(10)を溶接
した下端筋押さえ金具(1)と、右ボルトの鉄骨鉄筋梁
用押圧具(24)よりなる一般階用鉄骨鉄筋梁組み立て
金具。
2. A steel frame rebar beam assembling fitting for a general floor, which comprises a lower end bar pressing fitting (1) in which a right nut (10) is welded to a channel steel (1) and a steel frame reinforcing bar beam pressing tool (24) of a right bolt. .
【請求項3】 高さ調整ボルト締め機構(17)を付し
たL型鋼(15)の本体上端部に、上端筋支持溝型鋼
(21)を付し下端部にベース板(23)を付した本体
下端にL型鋼(20)及び地中梁用押圧具ボルト(2
5)よりなる下端筋押圧装置(19)を付した地中梁筋
組み立て金具。
3. An L-shaped steel (15) having a height adjusting bolt tightening mechanism (17) is provided with an upper end supporting groove type steel (21) at the upper end of the main body and a base plate (23) at the lower end. At the lower end of the main body, L-shaped steel (20) and pusher bolt for underground beam (2
5) An underground beam reinforcement assembly fitting with a lower end reinforcement pressing device (19).
JP1994006493U 1994-06-07 1994-06-07 Reinforcing beam assembly bracket Expired - Lifetime JP3005011U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1994006493U JP3005011U (en) 1994-06-07 1994-06-07 Reinforcing beam assembly bracket

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1994006493U JP3005011U (en) 1994-06-07 1994-06-07 Reinforcing beam assembly bracket

Publications (1)

Publication Number Publication Date
JP3005011U true JP3005011U (en) 1994-12-06

Family

ID=43140921

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1994006493U Expired - Lifetime JP3005011U (en) 1994-06-07 1994-06-07 Reinforcing beam assembly bracket

Country Status (1)

Country Link
JP (1) JP3005011U (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101257800B1 (en) * 2011-08-23 2013-04-29 누리환경(주) A prefabricated brick with bolt and nut

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101257800B1 (en) * 2011-08-23 2013-04-29 누리환경(주) A prefabricated brick with bolt and nut

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