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JPH05149004A - Inverted u-shaped holder - Google Patents

Inverted u-shaped holder

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Publication number
JPH05149004A
JPH05149004A JP35547191A JP35547191A JPH05149004A JP H05149004 A JPH05149004 A JP H05149004A JP 35547191 A JP35547191 A JP 35547191A JP 35547191 A JP35547191 A JP 35547191A JP H05149004 A JPH05149004 A JP H05149004A
Authority
JP
Japan
Prior art keywords
inverted
concrete beams
concrete
face plate
concrete beam
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.)
Pending
Application number
JP35547191A
Other languages
Japanese (ja)
Inventor
Hitoshi Mori
仁 森
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
Priority to JP35547191A priority Critical patent/JPH05149004A/en
Publication of JPH05149004A publication Critical patent/JPH05149004A/en
Pending legal-status Critical Current

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Abstract

PURPOSE:To enable concrete beams to be lifted up in a straight line without bending in a chevron-shaped form by a method in which the upper end including connectors of concrete beams is covered with an inverted U-shaped holder and the concrete beams are to lifted up. CONSTITUTION:An inverted U-shaped holder A is formed of a steel face plate having openings of a sufficient size to insert eyebolt symmetrically from the center and left and right-handed hang plates 5 connected to the ends 4 of the face plate 3. Eyebolts to be connected with the hooks of a crane which are screwed with insert nuts previously buried in the surface of concrete beams assembled continuously. The eyebolts are matched with the openings 2 and exposed to the surface of the face plate 3, and the surface of the concrete beams connected is covered with the inverted U-shaped holder. The hook of a hanging rope is coupled with the eyebolts to lift up the concrete beams covered with the holder A.

Description

【発明の詳細な説明】Detailed Description of the Invention

【0001】[0001]

【産業上の利用分野】本発明は、複数のコンクリート梁
単体、接続部を可動状態のまゝクレーンで吊り上げる場
合に用いる、逆U字形挾体に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to an inverted U-shaped body used when hoisting a plurality of concrete beams and connecting portions with a movable crane.

【0002】[0002]

【従来の技術】上、下端引張鉄筋の両端に固定された
雄、雌接続金具が、コンクリート梁単体、両端から突出
している。この複数のコンクリート梁単体を根切くぼみ
底で接続するには、下向き作業となり、容易な作業では
なく相当の作業時間を必要とする。したがって、この接
続作業を容易にするため、可能な限り、地上で接続し、
これをクレーンで吊り上げ、布設しなければならない。
2. Description of the Related Art Male and female connecting fittings fixed to both ends of an upper and lower tensile reinforcing bar project from both ends of a concrete beam. To connect a plurality of concrete beams at the bottom with a hollowed bottom is a downward work, which is not an easy work and requires a considerable working time. Therefore, in order to facilitate this connection work, connect as much as possible on the ground,
It must be hung and laid by a crane.

【0003】しかしながら、コンクリート梁単体長さを
1.0m前後にし、三体以上のコンクリート梁単体接続
部を可動状態、即ち、その接続部及び、コンクリート梁
単体間を拘束せず、吊り上げるには、吊りロープを接続
しない中間、或は、両端のコンクリート梁単体は、吊り
上げロープを接続したコンクリート梁単体の両端、接続
部で平面的にくの字形に折曲し、
However, the concrete beam length is set to about 1.0 m, and three or more concrete beam unit connecting portions are in a movable state, that is, in order to lift the connecting portions and the concrete beam unit without restraining them. For concrete beams at the middle or both ends without connecting the suspension rope, bend the concrete beam at the both ends of the concrete beam to which the suspension rope is connected at the connecting part in a planar V shape.

【0004】吊り上げる、複数のコンクリート梁単体が
一直線の形で吊り上がらないため、くの字形に折曲した
内側、接続部コンクリート縁が圧縮破損し、高品価値を
低下させる欠点があった。又、折曲したまゝ、予め、布
設されたコンクリート基礎底版上に布設するには、直線
形で吊り上げた、コンクリート梁単体を布設するのと比
べ、数倍の修正作業を伴なう欠点があった。
Since a plurality of concrete beams to be lifted cannot be lifted in a straight line, there is a drawback that the inner side of the bent V-shape and the concrete edge of the connecting portion are compressed and damaged, which lowers the high value of the product. In addition, when laying on a concrete foundation slab that has been laid in advance while being bent, there is a drawback that it requires several times of correction work as compared to laying a concrete beam that is hoisted in a straight line. there were.

【0005】[0005]

【発明が解決しようとする課題】複数のコンクリート梁
単体の接続部を可動状態において吊り上げても、連続す
る複数のコンクリート梁単体が接続部で、くの字形に折
曲せず、一直線の形で吊り上げられることを目的とす
る。
Even if the connecting portions of a plurality of concrete beams are hung up in a movable state, a plurality of continuous concrete beams are connecting portions and do not bend in a dogleg shape, but form a straight line. Intended to be hoisted.

【0006】[0006]

【課題を解決するための手段】上記、目的を達成するた
め、複数のコンクリート梁単体の接続部を含む上端に、
逆U字形の挾体を被ぶせ、コンクリート梁単体の接続部
が、吊り上げられた場合、平面的にくの字形に折曲しな
いように、各、コンクリート梁単体を側面から挾体の垂
れ板で拘束する。
[Means for Solving the Problems] In order to achieve the above object, at the upper end including a connecting portion of a plurality of concrete beams,
If the concrete U beam is covered with an inverted U-shaped body and the connection part of the concrete beam is not hung up in a plane when it is lifted, each concrete beam should be covered with a hanging plate from the side. to bound.

【0007】[0007]

【作用】逆U字形挾体を、連続するコンクリート梁単体
上端にかぶせ設けることにより、連続するコンクリート
梁単体及び接続部が、左右の垂れ板に挾まれ拘束される
から、吊り上げにより、接続部が、くの字形に折曲しよ
うとする作用を防止する。
[Function] By placing the inverted U-shaped body on the upper end of the continuous concrete beam unit, the continuous concrete beam unit and the connecting portion are sandwiched between the left and right hanging plates and restrained. , Prevents the action of bending in a dogleg shape.

【0008】[0008]

【実施例】実施例について図面を参照して説明すると、
逆U字形挾体(A)は、金属板、例えば鉄板、或は、そ
の他材料から形成され、コンクリート梁単体(B)の連
続集合体を、クレーンで、吊り上げる場合に用いる、ア
イボルト(1)を挿通する大きさの開口部(2)を、逆
U字形挾体(A)長さ中心から左右対称に複数設けられ
た、面板(3)と、面板(3)、巾端(4)に接続す
る、左右垂れ板(5)から構成されている。
EXAMPLES Examples will be described with reference to the drawings.
The inverted U-shaped body (A) is formed of a metal plate, such as an iron plate, or other material. The eyebolt (1) is used when a continuous aggregate of concrete beams (B) is lifted by a crane. A plurality of openings (2) of a size to be inserted are connected to the face plate (3), the face plate (3), and the width end (4), which are symmetrically provided from the length center of the inverted U-shaped body (A). The left and right hanging plates (5).

【0009】開口部(2)は、連続するコンクリート梁
単体(B)のいずれのインサートナット(6)位置にも
合わせられる位置に複数設けることができる。(インサ
ートナッ卜(6)は、アイボルト(1)挿入用)又、開
口部(2)の平面形状は、円形でも、角形でも、或はそ
の他、形状を自由に選択できる。
A plurality of openings (2) can be provided at positions that can be aligned with the positions of any insert nuts (6) of the continuous concrete beam (B). (The insert nut (6) is for inserting the eyebolt (1)) Further, the planar shape of the opening (2) may be circular, square or any other shape.

【0010】面板(3)は、直接、連続するコンクリー
ト梁単体(B)上面(7)に接し、連続するコンクリー
ト梁単体(B)が接続部(8)から平面的にくの字形に
折曲する場合、面板(3)、幅端(4)に接続する左右
垂れ板(5)と共に、面板(3)の水平折曲作用を防止
する機能を有し、一定の厚さが要求される。
The face plate (3) is in direct contact with the upper surface (7) of the continuous concrete beam unit (B), and the continuous concrete beam unit (B) is bent from the connecting portion (8) into a dogleg shape in plan view. In this case, the face plate (3) and the left and right hanging plates (5) connected to the width ends (4) have a function of preventing the horizontal bending action of the face plate (3), and a certain thickness is required.

【0011】垂れ板(5)は、面板(3)の巾端(4)
に接続し、左右垂れ板(5)の内間隔を、コンクリート
梁単体(B)の巾に合わせ、コンクリート梁単体(B)
の左右両側面(9)に添いて設けられ、その先端(1
0)を長さ方向にわたり、外側に折曲し、コンクリート
梁単体(B)の上から被せ嵌入しやすく構成されてい
る。
The hanging plate (5) is a width end (4) of the face plate (3).
To the width of the concrete beam (B), and the inner space of the left and right hanging plates (5) is adjusted to the concrete beam (B).
Are provided along the left and right side surfaces (9) of the
0) is bent outward in the lengthwise direction so that the concrete beam simple substance (B) can be easily fitted and fitted.

【0012】又、垂れ板(5)の垂れ下りの長さは複数
のコンクリート梁単体(B)接続部(8)のくの字形の
折曲を防ぐ長さに設けられる。又、垂れ板(5)を面板
(3)に対し直角に、左右に設けることにより、逆U字
形挾体(A)の水平及び上、下方向の曲りを防ぐ効果が
ある。
Further, the hanging length of the hanging plate (5) is set so as to prevent the dogleg-shaped bending of the plurality of concrete beam unit (B) connecting portions (8). Further, by providing the hanging plate (5) at right angles to the face plate (3) and on the right and left sides, it is effective in preventing the inverted U-shaped body (A) from being bent horizontally and upward and downward.

【0013】又、垂れ板(5)は、逆U字形挾体(A)
の面板(3)長さと同じ長さに設ける他、必ずしも同一
にする必要がない。図7のように垂れ板(5)を面板
(3)の幅端(4)から短かい長さに区切り、面板
(3)に接続することができる。この場合、垂れ板
(5)は、面板(3)、幅端(4)に溶接固定する他、
逆U字形に加工し、面板(3)に溶接固定することもで
きる。又、面板(3)巾を、コンクリート梁単体(B)
上面(7)巾より多少、広く設け、他方、垂れ板(5)
の先端(10)を内側に入れ曲げ、連続するコンクリー
ト梁単体(B)及び接続部(8)を両側目(9)から強
く挾むようにすることもできる。
The hanging plate (5) is an inverted U-shaped body (A).
The length is not necessarily the same as the length of the face plate (3). As shown in FIG. 7, the hanging plate (5) can be divided into a short length from the width end (4) of the face plate (3) and connected to the face plate (3). In this case, the hanging plate (5) is fixed to the face plate (3) and the width end (4) by welding,
It can also be processed into an inverted U shape and fixed by welding to the face plate (3). In addition, the face plate (3) width, concrete beam alone (B)
Provided slightly wider than the width of the top surface (7), while the hanging plate (5)
It is also possible to put the tip (10) of the above into the inside and bend so that the continuous concrete beam unit (B) and the connecting portion (8) are strongly sandwiched from both eyes (9).

【0014】この逆U字形挾体(A)を実際に用いるに
は、コンクリート梁単体(B)を図2のように、連続組
立て、コンクリート梁単体(B)上面(7)に、予め、
埋設された、インサートナット(6)に、クレーンの吊
り鈎(11)をかける、アイボルト(1)を挿入螺合す
る。(左右対称位置の2ケ所)次に、アイボルト(1)
に開口部(2)を合わせ、アイボルト(1)を面板
(3)上に出し、逆U字形挾体(A)を、連続するコン
クリート梁単体(B)上面(7)上に被せる。
In order to actually use the inverted U-shaped sandwich (A), the concrete beam unit (B) is continuously assembled as shown in FIG.
The hanging hook (11) of the crane is hooked on the embedded insert nut (6), and the eyebolt (1) is inserted and screwed. (Two symmetrical positions) Next, eyebolt (1)
The opening (2) is aligned with, the eyebolt (1) is put out on the face plate (3), and the inverted U-shaped body (A) is put on the continuous concrete beam simple substance (B) upper surface (7).

【0015】又、連続するコンクリート梁単体(B)の
インサートナット(6)に開口部(2)を合わせ、図3
のように逆U字形挾体(A)を上からかぶせ設け、次
に、インサートナット(6)に、アイボルト(1)を挿
入螺合し、吊りロープ(12)のフック(13)をアイ
ボルト(1)にかけ止め、吊り上げることもできる。
Further, the opening portion (2) is aligned with the insert nut (6) of the continuous concrete beam (B), and the structure shown in FIG.
The inverted U-shaped body (A) is placed over the upper body as shown in Fig. 2, then the eyebolt (1) is inserted and screwed into the insert nut (6), and the hook (13) of the suspension rope (12) is attached to the eyebolt (6). It can be suspended by hanging on 1).

【0016】更に、クレーンで吊り上げる場合、コンク
リート梁単体(B)の接続部(8)コンクリートの破損
を防ぐため図8のようにクレーンフック(13)と、コ
ンクリート梁単体(B)間に水平桿(14)を設け、ア
イボルト(1)間に垂を吊りロープ(12)を下げ吊る
ようにすることもできる。
Further, when hoisting with a crane, as shown in FIG. 8, the connecting portion (8) of the concrete beam unit (B) and the horizontal rod between the crane hook (13) and the concrete beam unit (B) in order to prevent damage to the concrete. It is also possible to provide (14) and suspend the hanging between the eyebolts (1) to suspend the rope (12).

【0017】又、コンクリート梁単体(B)の接続形状
は、図9,10,11,12,13,14に示している
が、複数のコンクリート梁単体(B)の形状は図5に示
す他、L.T.+形状コンクリート梁単体(B)を図5
のコンクリート梁単体(B)と組合せ接続し、吊り上げ
ることができる。この場合、両側のアイボルト(1)を
結ぶ線上から外れる、例えば、L.T.+形状の役物コ
ンクリート梁単体(Ba)の場合、垂れ板(5)を図1
5のように、その部分で切り離すこともできる。更に、
図10,12,14の吊り片の方が、接続部(8)コン
クリートを破損から守る効果が大きい。
Further, the connection shape of the single concrete beam (B) is shown in FIGS. 9, 10, 11, 12, 13, and 14, but the shape of the plurality of single concrete beams (B) is shown in FIG. L.,. T. Figure 5 shows the + shape concrete beam alone (B)
It can be combined and connected with the concrete beam unit (B) of and can be lifted. In this case, it is not on the line connecting the eyebolts (1) on both sides. T. In the case of a + shaped accessory concrete beam alone (Ba), the hanging plate (5) is shown in FIG.
It can also be cut off at that part, as in 5. Furthermore,
The hanging pieces shown in FIGS. 10, 12, and 14 are more effective in protecting the connection portion (8) concrete from damage.

【0018】[0018]

【発明の効果】本発明は以上説明したように構成されて
いるので以下に記載されるような効果を奏する。
Since the present invention is configured as described above, it has the following effects.

【0019】コンクリート梁単体(B)を複数、連続し
ても、逆U字形挾体(A)の垂れ板(5)で左右両側面
(9)から挾まれ拘束されるから、接続部(8)から平
面的にくの字形に折曲することを防ぐことができる。
Even if a plurality of single concrete beams (B) are connected in succession, they are caught and restrained from the left and right side surfaces (9) by the hanging plate (5) of the inverted U-shaped body (A). ) Can be prevented from being folded in a plane in a dogleg shape.

【0020】コンクリート梁単体(B)を地上で接続で
きるから、施工性を向上させることができる。
Since the single concrete beam (B) can be connected on the ground, the workability can be improved.

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

【図1】逆U字形挾体の斜視図である。FIG. 1 is a perspective view of an inverted U-shaped body.

【図2】連続するコンクリート梁単体上面に逆U字形挾
体をかぶせ、アイボルトを面板、開口部から出した正面
図である。
FIG. 2 is a front view of an upper surface of a continuous continuous concrete beam covered with an inverted U-shaped body, and eyebolts extending from a face plate and an opening.

【図3】コンクリート梁単体、上面に逆U字形挾体をか
ぶせた、横断面図である。
FIG. 3 is a horizontal cross-sectional view of a concrete beam, which is covered with an inverted U-shaped body on the top surface.

【図4】図2の平面図である。FIG. 4 is a plan view of FIG.

【図5】コンクリート梁単体の平面図である。FIG. 5 is a plan view of a single concrete beam.

【図6】図5の正面図である。FIG. 6 is a front view of FIG.

【図7】逆U字形挾体の他例を示す要部正面図である。FIG. 7 is a main part front view showing another example of the inverted U-shaped body.

【図8】水平桿を用いて、連続するコンクリート梁単体
をクレーンで吊り上げる例を示す正面図である。
FIG. 8 is a front view showing an example in which a continuous single concrete beam is lifted by a crane using a horizontal rod.

【図9】コンクリート梁単体を4体連続し、最端インサ
ートナットにアイボルトを螺合した正面図である。
FIG. 9 is a front view in which four concrete beams are connected in succession and an eyebolt is screwed into the endmost insert nut.

【図10】コンクリート梁単体を4体連続し、左右端か
ら内側2体目、コンクリート梁単体の外側インサートナ
ットに、アイボルトを螺合した正面図である。
FIG. 10 is a front view in which four concrete beams are connected in succession, an inner second body is formed from the left and right ends, and eyebolts are screwed into the outer insert nuts of the concrete beams.

【図11】コンクリート梁単体を4体連続し、左右端コ
ンクリート梁単体、内側インサートナットに、アイボル
トを螺合した正面図である。
FIG. 11 is a front view in which four concrete beams are connected in succession and eyebolts are screwed onto the left and right end concrete beams and the inner insert nut.

【図12】コンクリート梁単体を3体連続し、左右端コ
ンクリート梁単体、内側インサートナットにアイボルト
を螺合した正面図である。
FIG. 12 is a front view in which three concrete beams are connected in series, the left and right concrete beams are individually connected, and eyebolts are screwed into the inner insert nuts.

【図13】コンクリート梁単体を3体連続し、左右端コ
ンクリート梁単体、外側インサートナットにアイボルト
を螺合した正面図である。
FIG. 13 is a front view in which three concrete beams are connected in succession, the left and right concrete beams are individually connected, and eyebolts are screwed to the outer insert nuts.

【図14】コンクリート梁単体を2体連続し、外側イン
サートナットに、アイボルトを螺合した正面図である。
FIG. 14 is a front view in which two concrete beams are connected in succession and an eyebolt is screwed into an outer insert nut.

【図15】逆U字形挾体の垂れ板を、役物コンクリート
梁単体に合わせ切り離した正面図である。
FIG. 15 is a front view in which the hanging plate of the inverted U-shaped conical body is cut out in accordance with the accessory concrete beam alone.

【符号の説明】[Explanation of symbols]

1 アイボルト 2 開口部 3 面板 4 幅端 5 垂れ板 6 インサートナット 7 上面 8 接続部 9 側面 10 先端 11 吊り鈎 12 吊りロープ 13 フック 14 水平桿 A 逆U字形挟体 B コンクリート梁単体 Ba 役物コンクリート梁単体 1 eyebolt 2 opening 3 face plate 4 width end 5 hanging plate 6 insert nut 7 upper surface 8 connection part 9 side surface 10 tip 11 hanging hook 12 hanging rope 13 hook 14 horizontal rod A inverted U-shaped sandwich B concrete beam single concrete concrete Beam alone

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 開口部(2)を長さの中心から左右対称
に設けた面板(3)と、面板(3)、幅端(4)に接続
する、左右垂れ板(5)から構成することを特長とす
る。逆U字形挾体。
1. A face plate (3) in which an opening (2) is provided symmetrically from the center of the length, and a left and right hanging plate (5) connected to the face plate (3) and the width end (4). It is characterized by Inverted U-shaped body.
JP35547191A 1991-11-27 1991-11-27 Inverted u-shaped holder Pending JPH05149004A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP35547191A JPH05149004A (en) 1991-11-27 1991-11-27 Inverted u-shaped holder

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP35547191A JPH05149004A (en) 1991-11-27 1991-11-27 Inverted u-shaped holder

Publications (1)

Publication Number Publication Date
JPH05149004A true JPH05149004A (en) 1993-06-15

Family

ID=18444143

Family Applications (1)

Application Number Title Priority Date Filing Date
JP35547191A Pending JPH05149004A (en) 1991-11-27 1991-11-27 Inverted u-shaped holder

Country Status (1)

Country Link
JP (1) JPH05149004A (en)

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