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JPH0680248B2 - Joint construction method for steel pipe and dissimilar shaped members - Google Patents
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JPH0680248B2 - Joint construction method for steel pipe and dissimilar shaped members - Google Patents

Joint construction method for steel pipe and dissimilar shaped members

Info

Publication number
JPH0680248B2
JPH0680248B2 JP22608885A JP22608885A JPH0680248B2 JP H0680248 B2 JPH0680248 B2 JP H0680248B2 JP 22608885 A JP22608885 A JP 22608885A JP 22608885 A JP22608885 A JP 22608885A JP H0680248 B2 JPH0680248 B2 JP H0680248B2
Authority
JP
Japan
Prior art keywords
steel pipe
pile
construction method
dissimilar
adapter
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
JP22608885A
Other languages
Japanese (ja)
Other versions
JPS6286221A (en
Inventor
多穂 谷敷
政治 橋本
勝昭 岡本
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.)
JFE Steel Corp
Original Assignee
Kawasaki Steel Corp
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 Kawasaki Steel Corp filed Critical Kawasaki Steel Corp
Priority to JP22608885A priority Critical patent/JPH0680248B2/en
Publication of JPS6286221A publication Critical patent/JPS6286221A/en
Publication of JPH0680248B2 publication Critical patent/JPH0680248B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Landscapes

  • Piles And Underground Anchors (AREA)
  • Foundations (AREA)

Description

【発明の詳細な説明】 「産業上の利用分野」 この発明は鋼管にH形鋼の支柱を接続させるケース等の
鋼管と形鋼などの異種形状の部材を接続する若しくは異
径鋼管を接続する際の継手施工方法に関する。
DETAILED DESCRIPTION OF THE INVENTION "Industrial field of application" The present invention connects a steel pipe such as a case for connecting an H-shaped steel strut to a steel pipe and a member having a different shape such as a shaped steel or connecting a steel pipe with a different diameter. A joint construction method at the time.

「従来の技術」 従来の鋼管に異種形状の部材若しくは異径鋼管を接続す
る仕方は、鋼管杭にH形鋼の支柱を接続する場合を示す
第2図で説明すると次記の如くである。
"Prior Art" A conventional method for connecting a member having a different shape or a steel pipe having a different diameter to a steel pipe will be described below with reference to FIG. 2 showing the case where an H-shaped steel column is connected to a steel pipe pile.

i)鋼管杭1を地中に打設する。i) Placing the steel pipe pile 1 in the ground.

ii)鋼管杭の頂部を所要の高さに切断する。ii) Cut the top of the steel pipe pile to the required height.

iii)リブプレート3を鋼管1へ溶接して取り付ける。iii) The rib plate 3 is attached to the steel pipe 1 by welding.

iv)トッププレート4を、鋼管1の上面及び、リブプレ
ート3へ溶接して取り付ける。
iv) The top plate 4 is attached to the upper surface of the steel pipe 1 and the rib plate 3 by welding.

v)H形鋼2をトッププレート4へ溶接する。v) Weld the H-section steel 2 to the top plate 4.

以上5段階の作業を行ない、鋼管1とH形鋼2の接続を
完了する。
The above five steps of work are performed to complete the connection between the steel pipe 1 and the H-shaped steel 2.

「発明が解決しようとする問題点」 しかるに、この様な従来の工法では、リブプレート3の
横向き溶接、トッププレート4の上向き溶接、H形鋼2
の下向き溶接といった3種類の困難な悪姿正での溶接作
業から作業者に、感電、火傷などの危険がある現場手溶
接が必要となり、強度、品質の信頼性が低くなり、工程
も長くなり、天候に工程が左右されるなどの欠点があ
る。
"Problems to be solved by the invention" However, in such a conventional construction method, the horizontal welding of the rib plate 3, the upward welding of the top plate 4, the H-shaped steel 2
From 3 types of difficult negative welding such as downward welding, it is necessary for the operator to perform on-site manual welding, which is at risk of electric shock, burns, etc., resulting in low reliability of strength and quality, and a long process. However, there are drawbacks such as the process being affected by the weather.

「問題点を解決するための手段、作用」 本発明は叙上の事情に鑑みなされたもので、その要旨と
するところは、鋼管杭等の、杭頂部に異なる寸法、形状
の異種形状部材を接続する際の施工方法であって、一端
にトッププレートを介して前記異種形状部材を固設する
とともに他端に開先を加工した前記杭頂部と同口径の鋼
管リングからなるアダプターを準備し、地中に打設され
た後、所要高さに調整された前記杭頂部に裏当金を装着
するとともに鋼管リングの開先加工部を下にして前記異
種形状部材を固設したアダプターを建込み、しかる後に
杭頂部とアダプター下端とを半自動あるいは全自動溶接
により接続するとして、工場内製作できる部分を増や
し、現場での施工箇所を減らすと共に信頼のおける溶接
のみでよいものとし、接続作業の簡素化、接続箇所の信
頼性を向上させるとした点にある。
"Means and Actions for Solving Problems" The present invention has been made in view of the above circumstances, and the gist thereof is to provide a steel pipe pile or the like with differently shaped members having different sizes and shapes at the top of the pile. A construction method when connecting, prepare an adapter consisting of a steel pipe ring having the same diameter as the pile top portion that has been grooved at the other end while fixing the dissimilar shaped member through the top plate at one end, After being placed in the ground, attach a backing metal to the top of the pile adjusted to the required height and install an adapter with the dissimilar shaped member fixed with the groove processed part of the steel pipe ring facing down. After that, the top of the pile and the lower end of the adapter will be connected by semi-automatic or full-automatic welding, increasing the number of parts that can be manufactured in the factory, reducing the number of construction sites on site, and reliable welding only. The point is to improve the reliability of the disassembly and connection points.

「実施例」 以下、これを図に基づいて詳細に説明する。[Example] Hereinafter, this will be described in detail with reference to the drawings.

第1図a〜cは第2図に準じて鋼管とH形鋼支柱との接
続の場合で示した本発明に於ける部品図、組立図、完成
図で、a図に於いて、5はH形鋼の支柱、6は該支柱5
固着用のトッププレート7を天端に全周溶接し、且つ下
端に開先加工8を施こした被接続体たる鋼管杭9と同径
の鋼管リングで、つまり、アダプターである。
1 (a) to 1 (c) are component drawings, assembly drawings, and completed drawings of the present invention shown in the case of connecting a steel pipe and an H-shaped steel strut according to FIG. 2, and in FIG. H-shaped steel column, 6 is the column 5
It is a steel pipe ring having the same diameter as the steel pipe pile 9 which is the body to be connected, in which the fixing top plate 7 is welded all around the top and the groove 8 is applied to the lower end, that is, an adapter.

これ等の部品をもって、b図上図に示す如く、支柱5を
トッププレート7に溶接して取付ける。
With these parts, the column 5 is attached to the top plate 7 by welding as shown in the upper diagram of FIG.

これで、内作を終了する。This ends the in-house work.

一方、鋼管杭9は現場にて打設され、その頂部は所要高
さになる如く切断して調整される。そしてa図下図に示
すように必要に応じて開先10が加工されるが、通常はア
ダプター側の開先のみで十分である。
On the other hand, the steel pipe pile 9 is cast on site, and its top is cut and adjusted to a required height. Then, the groove 10 is processed as required as shown in the lower diagram of FIG. A, but normally only the groove on the adapter side is sufficient.

このようにアダプター側と鋼管杭側の準備が完了すると
鋼管杭頂部に裏当金11を装着しb図下図に示すように鋼
管リング6の開先加工部8を下にした状態で前記支柱5
を固設したアダプターを建込む。この状態で鋼管杭頂部
とアダプター下端の全周を半自動あるいは自動溶接にし
て接続し、作業を完了する。
When the preparation of the adapter side and the steel pipe pile side is completed in this way, a backing metal 11 is attached to the top of the steel pipe pile, and the groove 5 of the steel pipe ring 6 is turned down as shown in the figure below in FIG.
Install the fixed adapter. In this state, the top of the steel pipe pile and the entire circumference of the lower end of the adapter are connected by semi-automatic or automatic welding to complete the work.

なお、鋼管杭の代りにプレキャストコンクリート杭を打
設し、このプレキャストコンクリート杭の頂部に鋼板を
巻付けて鋼管杭と同様異種形状部材を接続する場合があ
るが、本発明はこのような場合にももちろん適用可能で
ある。
In addition, instead of the steel pipe pile, a precast concrete pile is placed, and a steel plate may be wound around the top of the precast concrete pile to connect differently shaped members like the steel pipe pile, but the present invention is applicable to such cases. Of course, it is applicable.

以上のように、本発明では、継手箇所の大部分を、工場
内作して、アダプター化することで現場における作業
を、鋼管同志の簡単な溶接のみにしている。
As described above, in the present invention, most of the joints are produced in the factory and are made into adapters, so that the work at the site is performed only by simple welding of the steel pipes.

しかも、この溶接は管の円周方向のみの半自動あるい
は、全自動溶接のみで、接続することから、継手部分の
信頼性を高く、安全かつ迅速な接続作業となる。
Moreover, since this welding is performed only by semi-automatic or full-automatic welding only in the circumferential direction of the pipe, the joint portion is highly reliable, and safe and quick connection work is performed.

しかして、c図平面、立面図の如く完成する。Then, it is completed as shown in the plan view c and elevation view.

「発明の効果」 以上の如く、本発明によるならば、鋼管と他の部材の接
続が、安全かつ短期間に行なえるようになるとともに、
現場手溶接箇所が無くなることで、継手部分の強度、品
質に対する信頼性が非常に向上する。
[Advantages of the Invention] As described above, according to the present invention, the connection between the steel pipe and the other member can be performed safely and in a short period of time.
By eliminating the spots for manual welding at the site, the reliability of the strength and quality of the joint is greatly improved.

これを詳細列記するならば次記の通りである。The details are listed below.

i)現場溶接箇所の減少による安全性の向上 ii)現場溶接箇所の減少による工程の短縮 iii)現場手溶接箇所の除去により、継手部分の強度,
品質の信頼性向上
i) Improvement of safety by reducing on-site welding points ii) Shortening of process by reducing on-site welding points iii) Removal of on-site manual welding points
Improved quality reliability

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

第1図a〜cは本発明施工方法を示す部品,組立,完成
図,第2図a、bは従来の施工説明の立面,平面図であ
る。 1…鋼管杭,2…H形鋼,3…リブプレート, 4…トッププレート,5…H形鋼の支柱, 6…鋼管リング,7…トッププレート, 8…開先加工,9…鋼管(杭),10…開先加工, 11…裏当金,12…全自動溶接。
1 (a) to 1 (c) are parts showing the construction method of the present invention, assembly, a completed drawing, and FIGS. 2 (a) and 2 (b) are elevations and plan views of the conventional construction explanation. 1 ... Steel pipe pile, 2 ... H-shaped steel, 3 ... Rib plate, 4 ... Top plate, 5 ... H-shaped steel column, 6 ... Steel pipe ring, 7 ... Top plate, 8 ... Groove processing, 9 ... Steel pipe (pile) ), 10… groove processing, 11… backing metal, 12… fully automatic welding.

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】鋼管杭等の、杭頂部に異なる寸法、形状の
異種形状部材を接続する際の施工方法であって、一端に
トッププレートを介して前記異種形状部材を固設すると
ともに他端に開先を加工した前記杭頂部と同口径の鋼管
リングからなるアダプターを準備し、地中に打設された
後、所要高さに調整された前記杭頂部に裏当金を装着す
るとともに鋼管リングの開先加工部を下にして前記異種
形状部材を固設したアダプターを建込み、しかる後に杭
頂部とアダプター下端とを半自動あるいは全自動溶接に
より接続することを特徴とする鋼管と異種形状部材との
継手施工方法。
1. A construction method for connecting dissimilar shaped members of different sizes and shapes to the top of a pile such as a steel pipe pile, wherein the dissimilar shaped member is fixed to one end via a top plate and the other end is fixed. Prepare an adapter consisting of a steel pipe ring with the same diameter as the pile top processed into a groove, and after placing it in the ground, attach a backing metal to the pile top adjusted to the required height and steel pipe A steel pipe and a dissimilar shape member characterized in that an adapter having the dissimilar shape member fixed thereto is built with the groove processed portion of the ring facing downward, and thereafter the top of the pile and the lower end of the adapter are connected by semi-automatic or fully automatic welding. Joint construction method with.
JP22608885A 1985-10-11 1985-10-11 Joint construction method for steel pipe and dissimilar shaped members Expired - Lifetime JPH0680248B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP22608885A JPH0680248B2 (en) 1985-10-11 1985-10-11 Joint construction method for steel pipe and dissimilar shaped members

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP22608885A JPH0680248B2 (en) 1985-10-11 1985-10-11 Joint construction method for steel pipe and dissimilar shaped members

Publications (2)

Publication Number Publication Date
JPS6286221A JPS6286221A (en) 1987-04-20
JPH0680248B2 true JPH0680248B2 (en) 1994-10-12

Family

ID=16839631

Family Applications (1)

Application Number Title Priority Date Filing Date
JP22608885A Expired - Lifetime JPH0680248B2 (en) 1985-10-11 1985-10-11 Joint construction method for steel pipe and dissimilar shaped members

Country Status (1)

Country Link
JP (1) JPH0680248B2 (en)

Also Published As

Publication number Publication date
JPS6286221A (en) 1987-04-20

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Legal Events

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