JPH04371625A - Connecting device for posts - Google Patents

Connecting device for posts

Info

Publication number
JPH04371625A
JPH04371625A JP17623691A JP17623691A JPH04371625A JP H04371625 A JPH04371625 A JP H04371625A JP 17623691 A JP17623691 A JP 17623691A JP 17623691 A JP17623691 A JP 17623691A JP H04371625 A JPH04371625 A JP H04371625A
Authority
JP
Japan
Prior art keywords
joining
insertion part
column
cylinder
site
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
JP17623691A
Other languages
Japanese (ja)
Inventor
Junji Okabe
潤二 岡部
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.)
Sekisui House Ltd
Original Assignee
Sekisui House Ltd
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 Sekisui House Ltd filed Critical Sekisui House Ltd
Priority to JP17623691A priority Critical patent/JPH04371625A/en
Publication of JPH04371625A publication Critical patent/JPH04371625A/en
Pending legal-status Critical Current

Links

Landscapes

  • Joining Of Building Structures In Genera (AREA)

Abstract

PURPOSE:To obtain a high strength connection structure without use of welding at site. CONSTITUTION:One end of a cast steel connecting cylinder 11 is welded with one end of one of posts 12, 13 connected to each other and an insertion part 15 is formed as a unit likewise at the other end of connecting cylinder 11 to insert the insertion part 15 into the end of posts 13. These insertion part 15 and the end of post 13 are bolted together. And an opening 19 for the work of insertion of connecting bolts 18 from the inside is made in the connecting cylinder 11.

Description

【発明の詳細な説明】[Detailed description of the invention]

【0001】0001

【産業上の利用分野】この発明は、鋼管柱同士を現場接
合するための接合装置に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a joining device for joining steel pipe columns together on site.

【0002】0002

【従来の技術】従来、柱同士を現場接合する手段として
、図3及び図4のように、互い接合する柱1の端部に、
それぞれ垂直方向のエレクションピース2を熔接してお
き、これらのエレクションピース2同士を、現場におい
て、連結プレート3を介してボルト4で仮止めし、この
状態で柱1同士を熔接するようにしている。
2. Description of the Related Art Conventionally, as a means for joining columns together on-site, as shown in FIGS. 3 and 4, at the ends of columns 1 to be joined together,
The vertical erection pieces 2 are welded to each other, and these erection pieces 2 are temporarily fastened to each other with bolts 4 via a connecting plate 3 at the site, and in this state, the columns 1 are welded to each other. .

【0003】0003

【発明が解決しようとする課題】上記のように、従来に
おいては、柱1同士の現場熔接を行なうものであり、そ
の熔接は高所での作業であるから、危険を伴うとともに
品質管理が困難で、品質の安定を図りにくいという欠点
がある。
[Problems to be Solved by the Invention] As mentioned above, in the past, the pillars 1 were welded together on-site, and since the welding was done at high places, it was dangerous and difficult to control quality. However, the drawback is that it is difficult to ensure quality stability.

【0004】この発明は、現場熔接を行なうことなく高
い接合強度を得ることができるようにすることを目的と
するものである。
[0004] An object of the present invention is to make it possible to obtain high joint strength without performing on-site welding.

【0005】[0005]

【課題を解決するための手段】上記の課題を解決するた
め、この発明では、互いに接合する一方の柱12、13
の一端に鋳鋼製接合用筒体11の一端を熔接し、同じく
接合用筒体11の他端に挿入部15を一体に形成して、
この挿入部15を他方の柱13の端部に挿入して、これ
ら挿入部15と柱13端部をボルト接合するとともに、
接合用筒体11には、その接合用ボルト18を内側から
差し込むための作業用開口部19を設けている。
[Means for Solving the Problems] In order to solve the above problems, in this invention, one of the pillars 12 and 13 that are connected to each other is
One end of the cast steel joining cylinder 11 is welded to one end, and the insertion part 15 is also integrally formed at the other end of the joining cylinder 11.
This insertion part 15 is inserted into the end of the other pillar 13, and the insertion part 15 and the end of the pillar 13 are joined with bolts,
The joining cylinder 11 is provided with a working opening 19 into which the joining bolt 18 is inserted from inside.

【0006】[0006]

【作用】現場では、鋳鋼製接合用筒体11の挿入部15
を、相手方の柱13端部に挿入して、ボルト接合すれば
よい。
[Operation] At the site, the insertion part 15 of the cast steel joining cylinder 11 is
may be inserted into the end of the other column 13 and bolted together.

【0007】[0007]

【実施例】この発明の実施例を示す図1及び図2におい
て、11は、この発明の中空接合用筒体、12、13は
、この接合用筒体11を介して互いに接合される上下の
柱を示している。接合用筒体11は、その外形が柱12
、13と同じであるが、柱12、13よりも厚肉に形成
されている。そして、この接合用筒体11の一方の先端
には、本体部14よりも小断面の挿入部15が一体に形
成されている。この挿入部15には、柱12、13を接
合するためのボルト穴16が形成され、これに対応して
、図の下部側の柱13の端部に同径のボルト穴17が形
成してある。
[Embodiment] In FIGS. 1 and 2 showing an embodiment of the present invention, 11 is a hollow joining cylinder of the invention, and 12 and 13 are upper and lower parts to be joined to each other via this joining cylinder 11. It shows the pillars. The joining cylinder 11 has an outer shape similar to that of the pillar 12.
, 13, but is formed thicker than the pillars 12 and 13. An insertion portion 15 having a smaller cross section than the main body portion 14 is integrally formed at one end of the joining cylinder 11. A bolt hole 16 for joining the columns 12 and 13 is formed in this insertion portion 15, and a bolt hole 17 of the same diameter is formed at the end of the column 13 on the lower side in the figure correspondingly. be.

【0008】更に、接合用筒体11の本体部14には、
これらのボルト穴16、17に内側からボルト18を挿
入するための、作業用開口部19が形成されている。こ
の開口部19の大きさは、作業者が手を入れることので
きる程度である。他方、上記の挿入部15とは反対側の
端部には、先端に向かって細くなるテーパ形状の熔接用
開先部20が形成してある。
Furthermore, the main body portion 14 of the joining cylinder 11 includes:
Working openings 19 are formed in these bolt holes 16 and 17 for inserting bolts 18 from inside. The size of this opening 19 is such that an operator can put his/her hand into it. On the other hand, at the end opposite to the insertion section 15, a welding groove section 20 having a tapered shape that becomes narrower toward the tip is formed.

【0009】上記開先部20及び挿入部15は、接合用
筒体11の鋳造時に一体に形成するもので、その鋳造さ
れた接合用筒体11の開先20側の端部に、予め工場で
図の上部側の柱12の端部を熔接しておき、この段階で
現場に搬入する。
The groove portion 20 and the insertion portion 15 are integrally formed when the joining cylinder 11 is cast. The ends of the pillars 12 on the upper side of the figure are welded together, and the pillars are transported to the site at this stage.

【0010】そして、現場では、下部側の柱13を設置
した後、この柱13の上端に、上部側柱12下端に熔接
された接合用筒体11の挿入部15を、上方から挿入し
て設置する。
At the site, after the lower column 13 is installed, the insertion part 15 of the joining cylinder 11 welded to the lower end of the upper column 12 is inserted into the upper end of this column 13 from above. Install.

【0011】しかる後、接合用筒体11本体部の開口部
19より手を差し込んで、締め付け用のボルト18を、
柱12、13及び挿入部15のボルト穴16、17へ内
側から差し込み、そのボルト18の先端に外側からナッ
ト21を螺合して、締め付け固定するものである。この
ときのボルト18は、そのボルト18先端とナット21
を同時に掴んで、片側から締め付けることのできる形式
の高力ボルトが用いられる。
After that, insert your hand into the opening 19 of the main body of the joining cylinder 11 and tighten the tightening bolt 18.
It is inserted into the bolt holes 16 and 17 of the columns 12 and 13 and the insertion part 15 from the inside, and a nut 21 is screwed onto the tip of the bolt 18 from the outside and tightened and fixed. At this time, the bolt 18 is connected to the tip of the bolt 18 and the nut 21.
A high-strength bolt is used that can be gripped at the same time and tightened from one side.

【0012】なお、挿入部15の先端は、挿入時の位置
決めを容易にするため斜めにカットしてある。
The tip of the insertion portion 15 is cut diagonally to facilitate positioning during insertion.

【0013】[0013]

【発明の効果】以上のように、この発明では、鋳鋼製の
接合用筒体に突出した挿入部を、一方の柱の端部に挿入
して、ボルトで締め付けるものであり、現場での熔接が
不要となり、したがって、現場熔接を行なうものと異な
って、確実に高精度の接合を行なうことができる。
[Effects of the Invention] As described above, in this invention, the insertion part protruding from the cast steel joining cylinder is inserted into the end of one column and tightened with bolts, and welding is not possible on site. Therefore, unlike on-site welding, high-precision joining can be achieved reliably.

【0014】しかも、単にボルト締めを行なうだけです
むから、エレクションピースをボルトで仮止めして、更
に熔接を行なう場合に比較して、遥かに作業性が良く、
また、部品数も少なくなる効果がある。この場合、挿入
部を挿入してボルト締めするので、強度も十分なものが
得られる。
Moreover, since it is only necessary to tighten the bolts, the workability is much better than when the erection piece is temporarily fastened with bolts and then welded.
Moreover, there is an effect that the number of parts can be reduced. In this case, since the insertion portion is inserted and bolted, sufficient strength can be obtained.

【0015】他方、接合用筒体の一方の端部は、予め柱
の端部に熔接しておくが、この熔接は、工場での作業で
あるから品質管理が容易で、安定した品質が得られるの
である。
On the other hand, one end of the joining cylinder is welded to the end of the column in advance, but since this welding is done in a factory, quality control is easy and stable quality can be obtained. It will be done.

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

【図1】この発明の実施例を示す柱接合部の分解斜視図
である。
FIG. 1 is an exploded perspective view of a column joint showing an embodiment of the present invention.

【図2】同じく接合部の縦断面図である。FIG. 2 is a longitudinal cross-sectional view of the joint portion.

【図3】従来の接合構造を示す側面図である。FIG. 3 is a side view showing a conventional joining structure.

【図4】同じく横断面図である。FIG. 4 is a cross-sectional view as well.

【符号の説明】[Explanation of symbols]

11  接合用筒体 12  柱 13  柱 15  挿入部 18  ボルト 19  開口部 11 Cylinder for joining 12 pillars 13 Pillar 15 Insertion part 18 bolts 19 Opening

Claims (2)

【特許請求の範囲】[Claims] 【請求項1】互いに接合する一方の柱の一端に鋳鋼製接
合用筒体の一端を熔接し、同じく接合用筒体の他端に挿
入部を一体に形成して、この挿入部を他方の柱の端部に
挿入して、これら挿入部と柱端部をボルト接合するとと
もに、接合用筒体には、その接合用ボルトを内側から差
し込むための作業用開口部を設けていることを特徴とす
る柱と柱の接合装置。
Claim 1: One end of a cast steel joining cylinder is welded to one end of one of the pillars to be joined to each other, an insertion part is integrally formed at the other end of the joining cylinder, and this insertion part is connected to the other end of the joining cylinder. It is inserted into the end of a column to bolt the insertion part and the end of the column, and the joining cylinder is provided with a working opening for inserting the joining bolt from inside. Column-to-column joining device.
【請求項2】接合用筒体の柱との熔接部端部に、熔接用
の開先を設けたことを特徴とする請求項1記載の柱と柱
の接合装置。
2. The apparatus for joining pillars according to claim 1, wherein a groove for welding is provided at the end of the welding portion of the joining cylinder with the pillar.
JP17623691A 1991-06-19 1991-06-19 Connecting device for posts Pending JPH04371625A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP17623691A JPH04371625A (en) 1991-06-19 1991-06-19 Connecting device for posts

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP17623691A JPH04371625A (en) 1991-06-19 1991-06-19 Connecting device for posts

Publications (1)

Publication Number Publication Date
JPH04371625A true JPH04371625A (en) 1992-12-24

Family

ID=16010022

Family Applications (1)

Application Number Title Priority Date Filing Date
JP17623691A Pending JPH04371625A (en) 1991-06-19 1991-06-19 Connecting device for posts

Country Status (1)

Country Link
JP (1) JPH04371625A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2020041333A (en) * 2018-09-11 2020-03-19 大和ハウス工業株式会社 Column joint block and column joint structure

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2020041333A (en) * 2018-09-11 2020-03-19 大和ハウス工業株式会社 Column joint block and column joint structure

Similar Documents

Publication Publication Date Title
JPH04371625A (en) Connecting device for posts
JPH04371626A (en) Connecting device for posts
DE3916872C1 (en)
DE19930063A1 (en) Fixed-base turning post crane with several fixing feed screwed to post tube on one side and to footplate and ground on other side
JPH07207769A (en) Joining structure for column to column
JP3138720B2 (en) Pillar joining equipment
JP2965897B2 (en) Member joining method using bolts and nuts
JPH0390760A (en) Connection of steel beam to closed section type steel column
JP3859787B2 (en) Column / column joining method and its rough assembly jig
JPH04371624A (en) Connecting device for post and beam
JPH11117403A (en) Wood splicing device for wooden building
JPH0637774B2 (en) Column base joining method
JP2715955B2 (en) Mortar-filled rebar joint sleeve jig
JPH0539631A (en) Pillar connection section structure
JPH0533537Y2 (en)
JPH05141007A (en) Structure of connection section for cross-sectional area material of closed type
JPH0454270Y2 (en)
JPS639745Y2 (en)
JP2000345621A (en) Temporarily provided module and module assembly method, and connection metal part
JPS61282526A (en) Method for connecting iron skeletal pillar and beam
JPH07331745A (en) Column-beam joint structure using one-side bolt
JPH031565Y2 (en)
JPH02256738A (en) Connection of column
JPH069136Y2 (en) Column-beam joint hardware
JPS609286Y2 (en) Rebar anchoring structure