JPH0231503Y2 - - Google Patents

Info

Publication number
JPH0231503Y2
JPH0231503Y2 JP1984196085U JP19608584U JPH0231503Y2 JP H0231503 Y2 JPH0231503 Y2 JP H0231503Y2 JP 1984196085 U JP1984196085 U JP 1984196085U JP 19608584 U JP19608584 U JP 19608584U JP H0231503 Y2 JPH0231503 Y2 JP H0231503Y2
Authority
JP
Japan
Prior art keywords
hole
anchor
hanging jig
concrete product
product
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
JP1984196085U
Other languages
Japanese (ja)
Other versions
JPS61110705U (en
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 filed Critical
Priority to JP1984196085U priority Critical patent/JPH0231503Y2/ja
Publication of JPS61110705U publication Critical patent/JPS61110705U/ja
Application granted granted Critical
Publication of JPH0231503Y2 publication Critical patent/JPH0231503Y2/ja
Expired legal-status Critical Current

Links

Landscapes

  • Joining Of Building Structures In Genera (AREA)
  • Load-Engaging Elements For Cranes (AREA)

Description

【考案の詳細な説明】 本考案はコンクリート製品吊支具にかかり、建
物の外壁用パネルなどのコンクリート製品の端部
にアンカーを埋設し、アンカーの透孔をコンクリ
ート製品面を凹ませるなどして外部に臨出させ、
この透孔に吊治具を係合して該製品の吊支などを
なす場合に使用するものである。
[Detailed explanation of the invention] This invention is based on a concrete product hanging support, and an anchor is buried in the end of a concrete product such as a building exterior wall panel, and the through hole of the anchor is recessed in the surface of the concrete product. Make it appear outside,
This is used when a hanging jig is engaged with this through hole to form a suspension support for the product.

第6図の如く、従来のアンカー10の透孔5は
吊治具3の係合部4の断面形状と関係なく穿たれ
ていたので、ワイヤー11及び吊治具3を使つて
製品41を伏せた状態(第6図)から矢印方向に
吊り上げるとき、吊治具3は透孔5を中心に回動
し、製品41の凹部周縁42に当たつてその近辺
のコンクリートがしばしば欠損した。
As shown in FIG. 6, since the through hole 5 of the conventional anchor 10 was bored regardless of the cross-sectional shape of the engaging part 4 of the hanging jig 3, the product 41 was placed face down using the wire 11 and the hanging jig 3. When the product 41 was lifted in the direction of the arrow from the suspended state (FIG. 6), the lifting jig 3 rotated around the through hole 5 and hit the concave periphery 42 of the product 41, often causing damage to the concrete in the vicinity.

本考案はコンクリート製品吊支具にかかり、透
孔の穿たれたプレート部及び該プレート部の一端
部で側方へ突き出た足部を有するアンカーと、前
記透孔に係合すべき吊治具とから成り、前記透孔
及び吊治具の係合部断面は、吊治具が透孔に係合
したとき、係合方向以外の方向への吊治具のアン
カーに対する相対的変位を阻止する形状であるこ
とを特徴とするもので、その実施の態様を図面に
付き詳述すれば次の通りである。なお、図面中、
同一符号は同一もしくは相応部分を示す。
The present invention relates to a concrete product hanging support, and includes a plate portion having a through hole, an anchor having a foot portion protruding sideways at one end of the plate portion, and a hanging jig to be engaged with the through hole. and the cross section of the through hole and the engagement portion of the hanging jig prevents relative displacement of the hanging jig with respect to the anchor in a direction other than the engagement direction when the hanging jig is engaged with the through hole. The embodiment thereof will be described in detail with reference to the drawings as follows. In addition, in the drawing,
The same reference numerals indicate the same or corresponding parts.

コンクリート製品吊支具は、アンカーと吊治具
とから成る。アンカー10はプレート部1とこの
プレート部1の一端部で側方へ突き出た足部2と
から成る。このプレート部1には非円形の透孔5
が穿つてある。3は吊治具で、コンクリート製品
41を吊り上げるとき透孔5と嵌合することにな
る係合部4の断面形状は非円形である。透孔5
は、これに吊治具3が係合したとき係合方向以外
の方向への吊治具3のアンカー10に対する相対
的変位を阻止する形状であることを要する。例え
ば、第1図及び第7図の例では、係合部4の断面
は長方形であり、透孔5は、この長方形とほぼ同
大の長方形の1組の対辺上に半円を付した形とな
つている。
The concrete product hanging support consists of an anchor and a hanging jig. The anchor 10 consists of a plate part 1 and a leg part 2 projecting laterally at one end of the plate part 1. This plate portion 1 has a non-circular through hole 5.
is worn. 3 is a lifting jig, and the cross-sectional shape of the engaging portion 4 that fits into the through hole 5 when lifting the concrete product 41 is non-circular. Through hole 5
is required to have a shape that prevents relative displacement of the hanging jig 3 with respect to the anchor 10 in a direction other than the engagement direction when the hanging jig 3 is engaged therewith. For example, in the examples shown in FIGS. 1 and 7, the cross section of the engaging portion 4 is rectangular, and the through hole 5 is formed by attaching semicircles on opposite sides of a pair of rectangles that are approximately the same size as this rectangle. It is becoming.

プレート部1及び足部2を第2図及び第3図に
示すようにして製作すると工程が減るので、アン
カーを安く提供できる。即ち、両側端に鍔21の
あるIまたはH型鋼材22をこれに適合する透孔
23を有する保持型24と、これに沿つて移動自
在の切断型25により所定寸法で切断してアンカ
ー用の断片26を用意する。そしてそのウエブ2
7を2分してプレート部1,1を形成し、鍔1の
部分が足部2となる。この足部2をプレスにより
更に加工してもよい。このような鋼材を利用する
と、鋼材の1つの断片26から2つのアンカーが
出来上がる。
If the plate part 1 and the foot part 2 are manufactured as shown in FIGS. 2 and 3, the number of steps will be reduced, so that the anchor can be provided at a low cost. That is, an I- or H-shaped steel material 22 with flanges 21 at both ends is cut into a predetermined size by a holding mold 24 having a through hole 23 that fits the holding mold 24 and a cutting mold 25 that is movable along this. Fragment 26 is prepared. And the web 2
7 is divided into two to form plate parts 1, 1, and the part of the collar 1 becomes the foot part 2. This foot portion 2 may be further processed by pressing. When such steel is utilized, two anchors can be made from one piece 26 of steel.

また、プレート部1及び足部2を第4図及び第
5図に示すようにして製作するとアンカーが極め
て安価に製作できる。この場合は軽量用に向いて
いる。即ち、プレート部1は、平型鋼材31を所
定寸法で切断してアンカー用の断片2を用意す
る。そしてこの断片32の一端を横押え機構33
及び上下押圧機構34を有するプレス装置35に
より圧搾する。横押え機構33で保持された平行
面部分がプレート部1で、この圧搾で横方向へ膨
出した部分が足部2となる。
Further, if the plate portion 1 and the foot portion 2 are manufactured as shown in FIGS. 4 and 5, the anchor can be manufactured at extremely low cost. In this case, it is suitable for lightweight use. That is, the plate part 1 prepares the fragment 2 for the anchor by cutting the flat steel material 31 into predetermined dimensions. Then, one end of this fragment 32 is held by a horizontal holding mechanism 33.
and a press device 35 having a vertical pressing mechanism 34. The parallel surface portion held by the lateral holding mechanism 33 is the plate portion 1, and the portion bulged in the lateral direction by this compression becomes the foot portion 2.

第1図及び第7図の如く、アンカー10をコン
クリート製品41に埋設し、その透孔5の部分で
コンクリート製品41の表層部を剥ぎ取つてこの
透孔5を外部に露出させる。製品41を吊り上げ
るときは、吊治具3をこの透孔5に嵌合してや
る。吊治具3は係合方向へは自由に動けるが、そ
れと角度をなす方向への移動例えば傾きは抑制さ
れる。この状態でワイヤー11を第7図矢印方向
に引つ張つて吊治具3を吊り上げれば、製品41
の凹部周縁42に吊治具3が衝突したりしない
(第7図参照)ので製品が欠損したりしない。
As shown in FIGS. 1 and 7, the anchor 10 is buried in a concrete product 41, and the surface layer of the concrete product 41 is peeled off at the hole 5 to expose the hole 5 to the outside. When lifting the product 41, the lifting jig 3 is fitted into the through hole 5. Although the hanging jig 3 can freely move in the engagement direction, movement in a direction that makes an angle with the engagement direction, such as tilting, is suppressed. In this state, if the wire 11 is pulled in the direction of the arrow in FIG. 7 to lift the lifting jig 3, the product 41
Since the hanging jig 3 does not collide with the peripheral edge 42 of the concave portion (see FIG. 7), the product will not be damaged.

本考案によれば、コンクリート製品の吊支時に
製品が欠損するのを防止することが出来る効果が
ある。
According to the present invention, it is possible to prevent the concrete product from being damaged when the product is suspended.

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

第1図は本考案にかかるコンクリート製品吊支
具の具体例を示す斜面図、第2図乃至第5図はア
ンカーの製造過程の説明図で、第2図はI型また
はH型鋼材の切断状態、第3図は断片からのアン
カーの加工状態、第4図は平鋼からの切断状態、
第5図は断片からのアンカーの加工状態をそれぞ
れ示し、第6図は従来のコンクリート製品吊支具
を使用してコンクリート製品を吊り上げようとす
る状態の断面図、第7図は本考案にかかるコンク
リート製品吊支具を使用してコンクリート製品を
吊り上げようとする状態の断面図である。 1……プレート部、2……足部、3……吊治
具、4……係合部、5……透孔、10……アンカ
ー、11……ワイヤー、41……コンクリート製
品。
Fig. 1 is a slope view showing a concrete example of the concrete product hanging support according to the present invention, Figs. 2 to 5 are explanatory diagrams of the manufacturing process of the anchor, and Fig. 2 is a cutting of I-type or H-type steel material. Fig. 3 shows the state of processing the anchor from the fragment, Fig. 4 shows the state of cutting from the flat steel,
Fig. 5 shows the processing state of the anchor from the fragment, Fig. 6 is a cross-sectional view of the state in which a concrete product is being lifted using a conventional concrete product lifting support, and Fig. 7 is a diagram according to the present invention. FIG. 2 is a cross-sectional view of a state in which a concrete product is to be lifted using a concrete product lifting support. DESCRIPTION OF SYMBOLS 1... Plate part, 2... Foot part, 3... Hanging jig, 4... Engaging part, 5... Through hole, 10... Anchor, 11... Wire, 41... Concrete product.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 透孔の穿たれたプレート部及び該プレート部の
一端部で側方へ突き出た足部を有するアンカー
と、前記透孔に係合すべき吊治具とから成り、前
記透孔及び吊治具の係合部断面は、吊治具が透孔
に係合したとき、係合方向以外の方向への吊治具
のアンカーに対する相対的変位を阻止する形状で
あることを特徴とするコンクリート製品吊支具。
It consists of a plate portion with a through hole, an anchor having a leg portion protruding sideways at one end of the plate portion, and a hanging jig to be engaged with the through hole, the through hole and the hanging jig. The cross section of the engaging part of the concrete product suspension has a shape that prevents relative displacement of the hanging jig with respect to the anchor in a direction other than the engagement direction when the hanging jig is engaged with the through hole. Support.
JP1984196085U 1984-12-26 1984-12-26 Expired JPH0231503Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP1984196085U JPH0231503Y2 (en) 1984-12-26 1984-12-26

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP1984196085U JPH0231503Y2 (en) 1984-12-26 1984-12-26

Publications (2)

Publication Number Publication Date
JPS61110705U JPS61110705U (en) 1986-07-14
JPH0231503Y2 true JPH0231503Y2 (en) 1990-08-24

Family

ID=30753730

Family Applications (1)

Application Number Title Priority Date Filing Date
JP1984196085U Expired JPH0231503Y2 (en) 1984-12-26 1984-12-26

Country Status (1)

Country Link
JP (1) JPH0231503Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
BRPI0622165A2 (en) * 2006-12-22 2011-12-27 Marcel Arteon Anchor for handling building elements, in particular a concrete panel

Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4410604Y1 (en) * 1965-12-13 1969-04-28
JPS5137689U (en) * 1974-09-14 1976-03-19

Patent Citations (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS4410604Y1 (en) * 1965-12-13 1969-04-28
JPS5137689U (en) * 1974-09-14 1976-03-19

Also Published As

Publication number Publication date
JPS61110705U (en) 1986-07-14

Similar Documents

Publication Publication Date Title
JPH0231503Y2 (en)
JPH0647091Y2 (en) Overhang jig for prestressing concrete slabs
JP3010981U (en) Free access floor panel
JPH0315692Y2 (en)
JPH044088Y2 (en)
JP2608073B2 (en) Mating enclosure
JPH01154934A (en) Its own weight receiving fitting for mounting wall panel
JPS5854734Y2 (en) Socket cover mounting structure
JP2528077Y2 (en) Portable pump supplier
JPH0227268Y2 (en)
JP2557840Y2 (en) Unit room holding and correcting jig
JPH0217046Y2 (en)
JP2528078Y2 (en) Portable vertical pump vendor
JPS5811848Y2 (en) Base metal fittings
JPH035290Y2 (en)
JPS603223Y2 (en) Structure of the lower part of the wall
JPH0612097Y2 (en) Bracket
JPS6212031Y2 (en)
JPS61147805U (en)
JPH0635435U (en) Floor base mounting structure
JPH0384318U (en)
JPS61129016U (en)
JPS628287U (en)
JPH066574U (en) Ceiling structure
JPH0368206U (en)