JPH0229813B2 - - Google Patents

Info

Publication number
JPH0229813B2
JPH0229813B2 JP59227842A JP22784284A JPH0229813B2 JP H0229813 B2 JPH0229813 B2 JP H0229813B2 JP 59227842 A JP59227842 A JP 59227842A JP 22784284 A JP22784284 A JP 22784284A JP H0229813 B2 JPH0229813 B2 JP H0229813B2
Authority
JP
Japan
Prior art keywords
concrete members
bolts
tightening
concrete
members
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
JP59227842A
Other languages
Japanese (ja)
Other versions
JPS61106844A (en
Inventor
Tetsuyasu Shibata
Hideaki Nihei
Masaru Murase
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.)
HANEDA HYUUMU KAN KK
Original Assignee
HANEDA HYUUMU KAN KK
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 HANEDA HYUUMU KAN KK filed Critical HANEDA HYUUMU KAN KK
Priority to JP59227842A priority Critical patent/JPS61106844A/en
Publication of JPS61106844A publication Critical patent/JPS61106844A/en
Publication of JPH0229813B2 publication Critical patent/JPH0229813B2/ja
Granted legal-status Critical Current

Links

Landscapes

  • Underground Structures, Protecting, Testing And Restoring Foundations (AREA)
  • Joining Of Building Structures In Genera (AREA)

Description

【発明の詳細な説明】 〈産業上の利用分野〉 本発明はコンクリート部材を相互に密着した状
態で緊結固定する方法及びこの方法に使用される
緊結金具に関するものである。
DETAILED DESCRIPTION OF THE INVENTION <Industrial Field of Application> The present invention relates to a method for fastening concrete members in close contact with each other, and a fastening fitting used in this method.

〈従来の技術〉 従来のこの種のコンクリート部材を緊結する方
法は例えば第5図A,Bに示す如く部材間を相互
に積極的に締め付ける作用がない為に例えば第6
図に示す如く接触不良のまゝ緊結したり、或いは
一旦緊結した後からこれ等の部材に引き離し力が
働いた場合には同図に示す如く部材が相互に離
れ、両者間に隙間が発生する欠点があつた。
<Prior art> Conventional methods for tightening concrete members of this type, for example, as shown in FIGS.
As shown in the figure, if these parts are tied together with poor contact, or if a force is applied to pull them apart after they have been tied together, the parts will separate from each other as shown in the figure, creating a gap between them. There were flaws.

〈発明が解決しようとする問題点〉 本発明は従来のこれ等の欠点に鑑み、コンクリ
ート部材を緊結する際に部材相互を自動的に密着
して緊結せしめると共に緊結後は部材が引き離さ
れて緩むことがない様にしようとするものであ
る。
<Problems to be Solved by the Invention> In view of these drawbacks of the conventional art, the present invention automatically brings the concrete members into close contact with each other when joining them together, and also allows the members to be pulled apart and loosened after joining. We are trying to make sure that this does not happen.

〈問題点を解決するための手段〉 図により先ず本発明に係る緊結方法に使用され
る緊結金具の一実施例について説明すると、第1
図乃至第3図に於いて、1,2,3,4は夫々コ
ンクリート部材であり、5,6はこれ等の部材
1,2,3,4を相互に緊結する緊結プレートで
あつて、それ等の下部にはボルト用の丸穴7が穿
孔されると共にこれ等の上部には所定の傾斜角を
持つた長穴8が穿孔されて構成されている。又図
中9はコンクリート部材1,2,3,4の所定位
置に埋設されたインサートアンカー、10はこの
アンカー9に螺合される緊結ボルト、11はワツ
シヤーである。
<Means for solving the problems> First, one embodiment of the fastening fitting used in the fastening method according to the present invention will be explained with reference to the drawings.
In Figures 1 to 3, 1, 2, 3, and 4 are concrete members, respectively, and 5 and 6 are binding plates that connect these members 1, 2, 3, and 4 to each other. A round hole 7 for a bolt is drilled in the lower part of the bolt, and an elongated hole 8 having a predetermined angle of inclination is bored in the upper part of the bolt. Further, in the figure, 9 is an insert anchor buried at a predetermined position in the concrete members 1, 2, 3, 4, 10 is a tightening bolt screwed into this anchor 9, and 11 is a washer.

次に本願の方法についての実施例を具体的に説
明すると、本願方法に於いては特に第3図A,
B,C,Dに示す如く、コンクリート部材2,3
に前記緊結プレート6及びワツシヤー11を当て
かつこのプレート6の穴7,8にボルト10を挿
通して手で軽く締め、次に該プレート6を手で左
方に寄せ、更に該プレート6をハンマー等を使用
して叩いて左寄せし、かつこの強制的左寄せ作業
によつて部材2,3を相互に引き寄せて密着させ
ながら該ボルト10を締め付けることによつて部
材2,3を相互に密着した状態で緊結固定するこ
とが出来る。
Next, to specifically explain examples of the method of the present application, in the method of the present application, in particular, FIG.
As shown in B, C, and D, concrete members 2 and 3
Place the tightening plate 6 and the washer 11 on the plate 6, insert the bolts 10 into the holes 7 and 8 of the plate 6, and tighten them lightly by hand.Next, move the plate 6 to the left by hand, and then press the plate 6 with a hammer. The members 2 and 3 are brought into close contact with each other by hitting and aligning them to the left using a hammer, and by tightening the bolt 10 while drawing the members 2 and 3 together and bringing them into close contact with each other through this forced left-shifting operation. It can be fastened with.

更に第4図に示す如く、上記プレート5,6に
穿孔する長穴8の傾斜角αは種々の実験の結果15
〜25度の範囲内にある場合に機能的であることが
確認された。即ち傾斜角αが25度以上になるとプ
レート5,6をハンマーで打撃してもボルト10
に当たつて反発し、プレート5,6を締め付ける
ことが出来ず、一方15度以下であるとボルト間隔
lの遊びが少なく、従つてプレート5,6を嵌め
にくく作業性が悪い等の欠点があることが明らか
となつた。
Furthermore, as shown in FIG. 4, the inclination angle α of the elongated holes 8 drilled in the plates 5 and 6 was determined as a result of various experiments15.
It was confirmed that it is functional when within the range of ~25 degrees. In other words, if the inclination angle α is 25 degrees or more, even if the plates 5 and 6 are hit with a hammer, the bolt 10
On the other hand, if the angle is less than 15 degrees, there is little play in the bolt spacing l, which makes it difficult to fit the plates 5 and 6, resulting in poor workability. One thing became clear.

〈実施例〉 上記実施例に於けるプレート5,6の丸穴7は
長穴、角穴等の形状に形成することも可能であ
る。又上述のワツシヤー11は省略することも或
いはワツシヤー付のボルトを使用することも可能
である。
<Embodiment> The round holes 7 of the plates 5 and 6 in the above embodiments can also be formed in the shape of an elongated hole, a square hole, or the like. Further, the above-mentioned washer 11 may be omitted, or a bolt with a washer may be used.

〈発明の効果〉 本発明に係る方法及びこれに使用される緊結金
具は上述の如き構造を有するので、これを実施す
ることによつてコンクリート部材を相互に引き寄
せて自動的に密着させた状態で緊結することが出
来、更に一旦緊結が完了した後は緊結プレートの
長穴の傾斜面とボルトとの面摩擦によりプレート
の移動を制止せしめるので、部材相互間に引き離
し力が働いても相互に引き離される心配はなく、
従つて常に部材相互を安定した状態で密着せしめ
ることが出来る等の特徴を有するものである。
<Effects of the Invention> Since the method according to the present invention and the fastening fittings used therein have the structure as described above, by carrying out this method, concrete members can be drawn to each other and brought into close contact automatically. Furthermore, once the binding is completed, the movement of the plate is restrained by the surface friction between the bolt and the inclined surface of the elongated hole of the binding plate, so even if a separating force acts between the members, they will not be separated from each other. There is no need to worry about being
Therefore, it has the feature that the members can always be brought into close contact with each other in a stable state.

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

第1図乃至第4図は本願発明の方法及び金具を
夫々示す説明図、第5図及び第6図は従来の方法
の説明図である。 1,2,3,4はコンクリート部材、5,6は
プレート、7,8は穴、9はアンカー、10はボ
ルトである。
FIGS. 1 to 4 are explanatory views showing the method and fittings of the present invention, respectively, and FIGS. 5 and 6 are explanatory views of the conventional method. 1, 2, 3 and 4 are concrete members, 5 and 6 are plates, 7 and 8 are holes, 9 is an anchor, and 10 is a bolt.

Claims (1)

【特許請求の範囲】 1 複数個のコンクリート部材を相互に緊結する
際に、これ等のコンクリート部材の所定位置にイ
ンサートアンカーを埋設し、かつ所定位置に所定
の形状を持つた穴と傾斜長穴とを夫々有する緊結
プレートを前記複数個のコンクリート部材に当接
し、次にボルトを該緊結プレートの穴に夫々挿通
すると共にこのボルトの先端を前記インサートア
ンカーに螺合して仮締めし、その後緊結プレート
を所定の手段によつて左右いずれかの方向に強制
的に移動せしめることによつて緊結コンクリート
部材を相互に引き寄せて密着せしめ、更に前記ボ
ルトを締め付けることによつてコンクリート部材
を緊結することを特徴としたコンクリート部材の
緊結方法。 2 コンクリート部材に埋設されるインサートア
ンカーと、このインサートアンカーに螺合される
ボルトと、所定形状の穴と所定の傾斜角を持つた
長穴とを夫々有する緊結プレートとの組合わせよ
りなるコンクリート部材の緊結金具。
[Scope of Claims] 1. When connecting a plurality of concrete members to each other, insert anchors are buried in predetermined positions of these concrete members, and holes and oblong oblong holes with a predetermined shape are installed in predetermined positions. and abutting the plurality of concrete members, and then inserting bolts into the holes of the tightening plates, and temporarily tightening the bolts by screwing the ends of the bolts into the insert anchors, and then tightening the bolts. By forcibly moving the plate in either the left or right direction by a predetermined means, the concrete members are drawn together and brought into close contact with each other, and the concrete members are further tightened by tightening the bolts. Characteristic method of fastening concrete members. 2. A concrete member consisting of a combination of an insert anchor buried in a concrete member, a bolt screwed into the insert anchor, and a fastening plate each having a hole of a predetermined shape and an elongated hole with a predetermined inclination angle. Fastening fittings.
JP59227842A 1984-10-31 1984-10-31 Method and metal jig for clamping concrete member Granted JPS61106844A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP59227842A JPS61106844A (en) 1984-10-31 1984-10-31 Method and metal jig for clamping concrete member

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP59227842A JPS61106844A (en) 1984-10-31 1984-10-31 Method and metal jig for clamping concrete member

Publications (2)

Publication Number Publication Date
JPS61106844A JPS61106844A (en) 1986-05-24
JPH0229813B2 true JPH0229813B2 (en) 1990-07-03

Family

ID=16867219

Family Applications (1)

Application Number Title Priority Date Filing Date
JP59227842A Granted JPS61106844A (en) 1984-10-31 1984-10-31 Method and metal jig for clamping concrete member

Country Status (1)

Country Link
JP (1) JPS61106844A (en)

Families Citing this family (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP4674724B2 (en) * 2006-05-30 2011-04-20 藤村ヒューム管株式会社 Manhole connecting bracket and manhole using this manhole connecting bracket
JP6304798B2 (en) * 2013-11-07 2018-04-04 中川ヒューム管工業株式会社 Manhole, connecting metal fitting used therefor, and manhole connecting method

Also Published As

Publication number Publication date
JPS61106844A (en) 1986-05-24

Similar Documents

Publication Publication Date Title
US5979130A (en) Connector with concave seat
US6367205B2 (en) Anchor for a structural tie-down apparatus
US4329826A (en) Fastener for joining a structural member to masonry or concrete
US4182092A (en) Building panel chord tie and method of tieing together precast concrete building panels
JPH0229813B2 (en)
JP2860178B2 (en) Tightening bracket for concrete members
JPH06185140A (en) Steel beam joining structure with reinforced concrete earthquake resisting wall
JPS62149502U (en)
JPH04182532A (en) Box culvert
JPH0649674Y2 (en) Joint structure of concrete segment
JP2546660Y2 (en) Tie fitting
JPS6351542A (en) Structure of pillar/beam connection part
JPS587779B2 (en) Assembly method for wooden prefabricated buildings
JPS6114484Y2 (en)
JPH0786215B2 (en) How to connect blocks
JPH09221766A (en) Pc foundation connector
JPH0724482Y2 (en) Anchor bolt for mounting
JP2514471Y2 (en) Bolt fixing device
JPS60237288A (en) Block and execution method thereof
JPH07247602A (en) Connection method and tool for concrete products
JP3024568U (en) Segment joint structure
JPS6114489Y2 (en)
JPS61274109A (en) Method of joining square steel pipe member
JPH0521596Y2 (en)
JPS6040668Y2 (en) Joint joint device for secondary cement products

Legal Events

Date Code Title Description
LAPS Cancellation because of no payment of annual fees