JPH019851Y2 - - Google Patents

Info

Publication number
JPH019851Y2
JPH019851Y2 JP1982176563U JP17656382U JPH019851Y2 JP H019851 Y2 JPH019851 Y2 JP H019851Y2 JP 1982176563 U JP1982176563 U JP 1982176563U JP 17656382 U JP17656382 U JP 17656382U JP H019851 Y2 JPH019851 Y2 JP H019851Y2
Authority
JP
Japan
Prior art keywords
joint
joint pipe
joining
pipes
beams
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
JP1982176563U
Other languages
Japanese (ja)
Other versions
JPS5980002U (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 JP17656382U priority Critical patent/JPS5980002U/en
Publication of JPS5980002U publication Critical patent/JPS5980002U/en
Application granted granted Critical
Publication of JPH019851Y2 publication Critical patent/JPH019851Y2/ja
Granted legal-status Critical Current

Links

Description

【考案の詳細な説明】 本考案は、梁等すなわち梁と梁、梁と柱におけ
る接合構造に関するものである。
[Detailed Description of the Invention] The present invention relates to a joint structure between beams, etc., that is, between beams and between beams and columns.

従来、例えばPC梁同志を接合する方法として、
PC梁の対向端部よりH型の接合板を突出させて、
両接合板を添え板とボルト、ナツトとで結合する
ものがある。しかしながら、この接合方法による
と、接合部にコンクリートを流し込む際に、接合
板の上側の水平のフランジがその流れを妨げ、そ
のためにコンクリートの流れが円滑に行かなくな
りコンクリートの充填性が悪いという問題があつ
た。
Conventionally, for example, as a method for joining PC beams together,
An H-shaped joint plate is made to protrude from the opposite end of the PC beam,
There is one that connects both joining plates with a splint, bolts, and nuts. However, according to this joining method, when concrete is poured into the joint, the horizontal flange on the upper side of the joining plate obstructs the flow, which prevents the concrete from flowing smoothly and causes poor concrete filling properties. It was hot.

本考案は上記の問題を解決したものであり、本
考案の特徴は、接合する一方の部材をPC梁とし、
他方の部材を梁又は柱とし、両部材の接合部にお
ける鉄筋の端部に継手パイプを取付けて、双方の
部材の継手パイプ間をねじ棒とナツトで連結固定
し、各部材の上下に位置している継手パイプ間に
接合板を固着することにより、接合板を垂直状態
に配設し、対向する接合板を添え板で相互に結合
したところにある。
This invention solves the above problems, and the features of this invention are that one of the members to be joined is a PC beam,
The other member is a beam or a column, a joint pipe is attached to the end of the reinforcing bar at the joint of both members, and the joint pipes of both members are connected and fixed with a threaded rod and nut, and the pipes are positioned above and below each member. By fixing the joining plates between the joint pipes, the joining plates are vertically arranged, and the opposing joining plates are connected to each other by splints.

以下本考案の実施例を図面に基づいて説明す
る。
Embodiments of the present invention will be described below based on the drawings.

本考案を梁同志の接合に適用した例を第1〜3
図を参照して説明する。
Examples of applying this invention to the joining of beams are shown in Sections 1 to 3.
This will be explained with reference to the figures.

接合する梁はいずれもPC梁1及び1aで構成
し、両PC梁内には梁主筋2及び2a…が配筋し
てある。各梁手筋の先端には継手パイプ3及び3
aの後端部が被嵌圧着してあり、各継手パイプは
PC梁1及び1aの対向端部から突出し、互いに
対向位置関係にある。対向する継手パイプ3,3
aのねじ孔4,4aにねじ棒5,…の両端部が螺
入して、継手パイプを相互に連結し、ねじ棒に取
り付けたナツト6,…により連結を固定してい
る。
The beams to be joined are both composed of PC beams 1 and 1a, and beam main reinforcements 2 and 2a are arranged within both PC beams. Joint pipes 3 and 3 are installed at the tip of each beam bar.
The rear end of a is fitted and crimped, and each joint pipe is
It protrudes from the opposite ends of the PC beams 1 and 1a and is positioned in a mutually opposing position. Opposing joint pipes 3, 3
Both ends of threaded rods 5, . . . are screwed into the threaded holes 4, 4a of a to connect the joint pipes to each other, and the connection is fixed by nuts 6, .

また各PC梁1,1aの端部より接合板7,7
aが平行に一定間隔を置いて突出し、各接合板の
両側を上下に位置する継手パイプ3,3…,3
a,3a…に固着して、接合板を垂直状態に設置
固定している。各接合板7,7aの先端部にはボ
ルト貫通孔8,8aがそれぞれ設けてある。そし
て突合せてある接合板7と7aとは添え板9…で
連結し、ボルト10,…及びナツト11,…によ
つて固定してある。
Also, from the end of each PC beam 1, 1a, the joint plates 7, 7
Joint pipes 3, 3..., 3 protrude in parallel at regular intervals and are located above and below both sides of each joint plate.
a, 3a... to fix the joining plate in a vertical position. Bolt through holes 8, 8a are provided at the tip of each joint plate 7, 7a, respectively. The abutted joining plates 7 and 7a are connected by splint plates 9, and fixed by bolts 10,... and nuts 11,....

次に施工について説明する。 Next, construction will be explained.

まず一方のPC梁1を所定位置に施工し、つい
で他方のPC梁1aを吊込み、一端部をPC梁1の
端部に対向させ、接合板7と7aとを相互に突合
せ、添え板9を両接合板間に当てて、ボルト10
とナツト11とで両接合板を仮止めする。そして
PC梁1の継手パイプ3に向けて、継手パイプ3
aに予め取り付けてあるねじ棒5を、二つのナツ
ト6,6を近接して両ナツトを回わすことによつ
て前進させて、継手パイプ3のねじ孔4に螺入さ
せ継手パイプ3と3aを連結する。なお、その
後、ナツト6,6は第1図に示す位置に設定す
る。そしてナツト11を本締めする。そしてPC
梁1,1aの接合部を型枠で囲み、上からコンク
リートを打込んで、施工を終了する。
First, one PC beam 1 is constructed in a predetermined position, then the other PC beam 1a is suspended, one end is opposed to the end of the PC beam 1, the joint plates 7 and 7a are butted against each other, and the splint plate 9 between both joint plates, and tighten bolt 10.
Temporarily fasten both joining plates with nuts 11 and 11. and
Connecting pipe 3 toward the connecting pipe 3 of PC beam 1.
The threaded rod 5, which has been attached in advance to the joint pipe 3, is moved forward by bringing the two nuts 6, 6 close to each other and turning both nuts, and is screwed into the threaded hole 4 of the joint pipe 3, thereby connecting the joint pipes 3 and 3a. Concatenate. Note that the nuts 6, 6 are then set at the positions shown in FIG. Then fully tighten nut 11. And PC
The joint between the beams 1 and 1a is surrounded by formwork, and concrete is poured from above to complete the construction.

本考案に係る接合構造は上例の梁同志の接合に
限られるものでなく、第4図に示すようにPC梁
12と柱13との接合にも適用できる。なおPC
梁12の構成は上記PC梁1と実質的に同一であ
つて、対応する構成部分は符号を一致させてあ
る。柱13のウエブ14に取付け孔14a,…が
設けてあり、この取付け孔には鉤状の定着筋15
…が貫通し、ウエブ14の内側の定着筋の先端に
は継手パイプ16…が固着してある。継手パイプ
16…とPC梁12の継手パイプ3…とはねじ棒
5…で連結し、ナツト6…で連結を固定してあ
る。またウエブ14よりスチフナ17,17aが
水平状態に取り付けてあり、このスチフナに接合
板18,18が取り付けてある。各接合板18,
18の接合部18a,18aはPC梁12の接合
板7,7と突き合してあり、添え板9,9により
ボルト10,…とナツト11,…とで連結固定し
てある。
The joining structure according to the present invention is not limited to joining beams together as in the above example, but can also be applied to joining PC beams 12 and columns 13 as shown in FIG. Please note that PC
The structure of the beam 12 is substantially the same as that of the PC beam 1, and corresponding components have the same reference numerals. Attachment holes 14a, . .
... passes through the web 14, and a joint pipe 16 is fixed to the tip of the fixing strip inside the web 14. The joint pipes 16 and the joint pipes 3 of the PC beams 12 are connected by threaded rods 5, and the connections are fixed with nuts 6. Further, stiffeners 17, 17a are attached horizontally to the web 14, and joining plates 18, 18 are attached to these stiffeners. Each joint plate 18,
The joint portions 18a, 18a of the PC beam 12 butt against the joint plates 7, 7 of the PC beam 12, and are connected and fixed by bolts 10, . . . and nuts 11, .

施工はPC梁1,1a同志のそれと同様であつ
て、接合板18と7とを仮止めしてからねじ棒5
で継手パイプ16,3を連結し、その後接合板1
8,7を固定的に結合する。その後、型枠を設置
してから上からコンクリートを流し込む。
The construction is the same as that of PC beams 1 and 1a, and after temporarily fastening the joint plates 18 and 7, the screw rod 5 is installed.
Connect the joint pipes 16 and 3 with
8 and 7 are fixedly connected. After that, the formwork is installed and concrete is poured from above.

以上説明したように本考案によれば、接合板が
垂直状態に設置してあるので、接合部におけるコ
ンクリートの充填性が円滑に行え、また鉄筋と連
結している継手パイプがねじ棒で互いに結合して
あるので、一方の接合部材にかかる応力が他方の
接合部材に直接伝達できる。さらに、継手パイプ
が接合板と結合しているので継手パイプの位置精
度が出しやすく、このため対向する継手パイプ同
志の軸心合せが容易となり、ねじ棒の結合作業が
スムーズに行える。
As explained above, according to the present invention, since the joint plates are installed vertically, the filling of concrete at the joint can be performed smoothly, and the joint pipes connected to the reinforcing bars are connected to each other with threaded rods. Therefore, the stress applied to one joining member can be directly transmitted to the other joining member. Furthermore, since the joint pipe is connected to the joint plate, it is easy to achieve positional accuracy of the joint pipe, which makes it easy to align the axes of the facing joint pipes, and to smoothly connect the threaded rods.

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

第1図乃至第3図は本考案の一実施例を示すも
ので、第1図は梁の接合構造を示す斜視図、第2
図は接合板と継手パイプとの結合状態を示す正面
図、第3図は接合板及び継手パイプの取付け状態
を示す斜視図、第4図は柱と梁との接合構造を示
す一部断面正面図である。 1,1a……PC梁、2,2a……梁主筋、3,
3a……継手パイプ、5……ねじ棒、6……ナツ
ト、7,7a……接合板、9……添え板、12…
…PC梁、13……柱、15……定着筋、16…
…継手パイプ、18……接合板。
Figures 1 to 3 show one embodiment of the present invention, with Figure 1 being a perspective view showing a beam joint structure, and Figure 2 being a perspective view showing a beam joint structure.
The figure is a front view showing the state of connection between the joint plate and the joint pipe, Figure 3 is a perspective view showing the state of attachment of the joint plate and joint pipe, and Figure 4 is a partially cross-sectional front view showing the joint structure between a column and a beam. It is a diagram. 1, 1a... PC beam, 2, 2a... Beam main reinforcement, 3,
3a...Joint pipe, 5...Threaded rod, 6...Nut, 7, 7a...Joining plate, 9...Spinning plate, 12...
...PC beam, 13... Column, 15... Anchor bar, 16...
...joint pipe, 18...joint plate.

Claims (1)

【実用新案登録請求の範囲】 互いに接合する2部材のうち、一方の部材は
PC梁であつて、他方の部材は柱又は梁であり、 上記PC梁内に梁主筋を長手方向に配筋し、梁
主筋の先端部にPC梁の端面から突出しかつ軸心
部にねじ孔を備えている継手パイプを取付け、 上記他方の部材に鉄筋を配筋し、鉄筋先端部に
上記継手パイプと同一構成の継手パイプを取付
け、 上下に位置する継手パイプ間にPC梁の端面よ
り突出する接合板を垂直状態に固着し、 上記接合板と突合せ状態に、他方の部材の上下
の継手パイプ間にも接合板を取付け、 突合せ状態にある接合板間を添え板で結合し、 対向する上記継手パイプ間をねじ棒で連結し、
ねじ棒に取付けた2つのナツトでねじ棒と継手パ
イプの連結を固定している ことを特徴とする梁等の接合構造。
[Claims for Utility Model Registration] Among the two members that are joined to each other, one member is
It is a PC beam, and the other member is a column or a beam, and main beam reinforcement is arranged in the longitudinal direction within the PC beam, and a screw hole is provided at the tip of the main beam protruding from the end face of the PC beam and at the axial center. Attach a joint pipe with the above-mentioned joint pipe, arrange reinforcing bars on the other member above, attach a joint pipe with the same configuration as the above joint pipe to the tip of the reinforcing bar, and make a joint pipe that protrudes from the end face of the PC beam between the joint pipes located above and below. Fix the joining plates vertically, and attach a joining plate between the upper and lower joint pipes of the other member so that they are in abutment with the above joining plate, and connect the joining plates in the butting state with splints, so that they face each other. Connect the above joint pipes with a threaded rod,
A joint structure for beams, etc. characterized by fixing the connection between the threaded rod and the joint pipe using two nuts attached to the threaded rod.
JP17656382U 1982-11-24 1982-11-24 Joint structure of beams, etc. Granted JPS5980002U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP17656382U JPS5980002U (en) 1982-11-24 1982-11-24 Joint structure of beams, etc.

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP17656382U JPS5980002U (en) 1982-11-24 1982-11-24 Joint structure of beams, etc.

Publications (2)

Publication Number Publication Date
JPS5980002U JPS5980002U (en) 1984-05-30
JPH019851Y2 true JPH019851Y2 (en) 1989-03-20

Family

ID=30383841

Family Applications (1)

Application Number Title Priority Date Filing Date
JP17656382U Granted JPS5980002U (en) 1982-11-24 1982-11-24 Joint structure of beams, etc.

Country Status (1)

Country Link
JP (1) JPS5980002U (en)

Family Cites Families (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS55232Y2 (en) * 1973-07-05 1980-01-07
JPS5411695Y2 (en) * 1974-05-14 1979-05-25
JPS5187904U (en) * 1975-01-08 1976-07-14

Also Published As

Publication number Publication date
JPS5980002U (en) 1984-05-30

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