JPH06330658A - Joint of concrete pillar body - Google Patents

Joint of concrete pillar body

Info

Publication number
JPH06330658A
JPH06330658A JP5120189A JP12018993A JPH06330658A JP H06330658 A JPH06330658 A JP H06330658A JP 5120189 A JP5120189 A JP 5120189A JP 12018993 A JP12018993 A JP 12018993A JP H06330658 A JPH06330658 A JP H06330658A
Authority
JP
Japan
Prior art keywords
key
key groove
concrete pillar
joint
concrete
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
JP5120189A
Other languages
Japanese (ja)
Inventor
Hiroshi Endo
博 遠藤
Satoru Toyoda
哲 豊田
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.)
Nippon Concrete Industries Co Ltd
Original Assignee
Nippon Concrete Industries Co 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 Nippon Concrete Industries Co Ltd filed Critical Nippon Concrete Industries Co Ltd
Priority to JP5120189A priority Critical patent/JPH06330658A/en
Publication of JPH06330658A publication Critical patent/JPH06330658A/en
Pending legal-status Critical Current

Links

Landscapes

  • Joining Of Building Structures In Genera (AREA)

Abstract

PURPOSE:To carry out the joint operation for the upper and lower concrete pillar bodies easily and speedily and secure the contribution to cost reduction. CONSTITUTION:At least a block-shaped half keyway 2a is formed on the surface of a joint metal fitting 3 which is integrally fixed at the edge part of a concrete pillar body 1. The half keyway forms a keyway 2 in opposed state, when the upper and lower concrete pillar bodies are joined, Then, a key 8 is tapping- inserted into the keyway, and the upper and lower concrete pillar bodies are joined firmly through integration.

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、コンクリート柱体の
継手方法に関するものであり、特に、容易迅速に上下の
コンクリート柱体を接合できるようにしたコンクリート
柱体の継手方法に関するものである。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a method for joining concrete pillars, and more particularly to a method for joining concrete pillars so that upper and lower concrete pillars can be joined easily and quickly.

【0002】[0002]

【従来の技術】従来、コンクリート柱体の継手方法は該
コンクリート柱体に固着せられている継手金具の外周端
面に開先を設け、そして、接合せられる上下のコンクリ
ート柱体を重ね合せて形成される開先部を溶接して上下
のコンクリート柱体を接合している。
2. Description of the Related Art Conventionally, a method for jointing concrete columns is formed by forming a groove on the outer peripheral end surface of a joint fitting fixed to the concrete columns, and stacking the upper and lower concrete columns to be joined together. The groove parts are welded to join the upper and lower concrete columns.

【0003】[0003]

【発明が解決しようとする課題】上記従来のコンクリー
ト柱体の継手方法は、コンクリート柱体の端部に固着し
た継手金具の全周に及んで前記開先部に溶接せねばなら
ない。従って、溶接工が必要であり、且つ、溶接のため
の比較的長い作業時間を要し、更に、天候に影響され、
特に、雨天の際に於ては前記溶接作業を行うことは困難
であり、往々にして工期が遅延する等の欠陥があり、更
にコスト高の要因ともなっている。
In the above-mentioned conventional method of jointing a concrete pillar, the joint metal fitting fixed to the end of the concrete pillar must be welded to the groove over the entire circumference thereof. Therefore, a welder is required, a relatively long working time is required for welding, and further, it is affected by the weather,
Particularly, in rainy weather, it is difficult to perform the welding work, and there are often defects such as a delay in the construction period, which further causes a cost increase.

【0004】そこで、コンクリート柱体の接合を容易迅
速に行うと共にコストダウンにも寄与するために解決せ
らるべき技術的課題が生じてくるのであり、本発明は該
課題を解決することを目的とする。
Therefore, there arises a technical problem to be solved in order to easily and quickly join the concrete pillars and to contribute to cost reduction, and the present invention aims to solve the problem. To do.

【0005】[0005]

【課題を解決するための手段】本発明は上記目的を達成
するために提案せられたものであり、コンクリート柱体
の端部に一体的に固着した継手金具の表面に、少くとも
2個以上のブロック状のハーフキー溝を穿設し、且つ、
接合せらるべき上下のコンクリート柱体を重ね合せると
き、前記継手金具に設けたハーフキー溝を対峙せしめて
形成されたキー溝に、該キー溝に嵌合せらるべきキーを
嵌入して前記コンクリート柱体を接合するコンクリート
柱体の継手方法を提供するものである。
The present invention has been proposed in order to achieve the above-mentioned object, and at least two or more pieces are provided on the surface of the joint fitting integrally fixed to the end of the concrete column. The block-shaped half key groove of
When stacking the upper and lower concrete pillars to be joined together, the key to be fitted in the key groove is inserted into the key groove formed by facing the half key groove provided in the joint metal fitting, and the concrete pillar is inserted. The present invention provides a method for joining concrete columns to join bodies.

【0006】[0006]

【作用】接合せらるべき上下のコンクリート柱体はその
接合面に於て夫々の継手金具が重ねられる。このとき、
夫々の継手金具に設けたブロック状のハーフキー溝を対
峙せしめることにより双方のハーフキー溝によってキー
溝が形成される。そこで、このキー溝に対応するキーを
該キー溝の外側面より叩入する。然るときは上下のコン
クリート柱体は該キー溝に叩入されたキーによって強固
に結合する。而も、該キー溝は少くとも2個所以上形成
されているので上下のコンクリート柱体の結合は極めて
強固なものとなる。
[Function] The upper and lower concrete columns to be joined have the joint fittings stacked on the joint surfaces. At this time,
By making the block-shaped half key grooves provided in the respective fittings face each other, the key grooves are formed by the two half key grooves. Therefore, a key corresponding to this key groove is tapped from the outer side surface of the key groove. In that case, the upper and lower concrete pillars are firmly joined by the key driven into the key groove. Moreover, since the keyway is formed at least in two or more places, the connection between the upper and lower concrete columns becomes extremely strong.

【0007】[0007]

【実施例】以下、本発明の一実施例を図1乃至図5に従
って詳述する。図1は接合せらるべき上下のコンクリー
ト柱体1,1の接合部位を示す一部切欠正面図である
が、同図に於て2はキー溝を示す。該キー溝2は、コン
クリート柱体1,1の夫々の端面に該コンクリート柱体
1,1と一体的に固着せられている継手金具3,3の夫
々の表面に内外側面に及んで穿設されたドラム形状の半
分を形成するハーフキー溝2a,2aを対峙して形成さ
れる。斯くして、該キー溝2はドラム形状に形成される
が、その形状は特に限定せらるべきではない。
DETAILED DESCRIPTION OF THE PREFERRED EMBODIMENTS An embodiment of the present invention will be described in detail below with reference to FIGS. FIG. 1 is a partially cutaway front view showing the joining portions of the upper and lower concrete columns 1 and 1 to be joined. In FIG. 1, 2 is a key groove. The keyway 2 is bored on the respective inner and outer surfaces of the respective joint fittings 3, 3 that are integrally fixed to the concrete pillars 1, 1 at the respective end surfaces of the concrete pillars 1, 1. The half-key grooves 2a, 2a forming one half of the formed drum shape are formed to face each other. Thus, the keyway 2 is formed in a drum shape, but the shape thereof should not be particularly limited.

【0008】図2はコンクリート柱体1の平面図であ
り、図3は図2のA−B線に沿って断面したコンクリー
ト柱体1の接合部を示す一部切欠断面図である。而し
て、図1には接合せらるべき下部のコンクリート柱体1
の継手金具3が現われている。該継手金具3には6個所
にプレート(図示せず)に結合するための吊りボルト用
孔4…が開穿され、更に、該吊りボルト用孔4…の近傍
の6個所に夫々PC鋼材5…を係止するための係止孔6
…が開穿されている。
FIG. 2 is a plan view of the concrete columnar body 1, and FIG. 3 is a partially cutaway sectional view showing the joint portion of the concrete columnar body 1 taken along the line AB in FIG. Thus, in FIG. 1, the lower concrete pillar 1 to be joined is shown.
The fitting 3 of is shown. The fittings 3 are provided with holes 4 for hanging bolts for connecting to a plate (not shown) at 6 places, and further, PC steel materials 5 are provided at 6 places near the holes 4 for hanging bolts. Locking hole 6 for locking ...
... has been opened.

【0009】而して、前記ハーフキー溝2aは図2の図
示例では之等6個所の吊りボルト用孔4…及び係止孔6
…の間の6個所に夫々設けられているが、その数は2個
以上であれば特に限定せらるべきではない。但し、例え
ば2個の場合は継手金具3の直径上の対峙する個所、或
いは3個の場合は正三角形の頂点部位、4個の場合は正
方形、並びに6個の場合は正六角形の各頂点部位に設け
られるを可とする。
In the example shown in FIG. 2, the half key groove 2a is provided with 6 hanging bolt holes 4 ...
It is provided in each of the six places between ..., but the number should not be particularly limited as long as it is two or more. However, for example, in the case of two pieces, the points facing each other on the diameter of the fitting 3 or, in the case of three pieces, the apex portions of the equilateral triangle, in the case of four pieces, the square portions, and in the case of six pieces, the apex portions of the regular hexagons. It can be installed in

【0010】図3に於て、符号7は補助バンドであり、
該補助バンド7は金属板にて製作され、コンクリート柱
体1の端部に固着せられる。又、前記係止孔6にはPC
鋼材5が挿入され、その頭部が該係止孔6に係止されて
緊張せられる。又、同図にて前記ハーフキー溝2aが、
該継手金具3の表面を外側面より内側面に及んで直線状
に穿設されていることが分かる。但し、之に限定せらる
べきではない。
In FIG. 3, reference numeral 7 is an auxiliary band,
The auxiliary band 7 is made of a metal plate and fixed to the end of the concrete pillar 1. In addition, the locking hole 6 has a PC
The steel material 5 is inserted, and its head is locked in the locking hole 6 and tensioned. Further, in the figure, the half key groove 2a is
It can be seen that the surface of the fitting 3 is linearly formed from the outer surface to the inner surface. However, it should not be limited to this.

【0011】図4は図2のP部の正面図である。同図に
示す如く、前記ハーフキー溝2aはキー溝2の下半分に
相当する形状に設けられており、従って、上部のコンク
リート柱体1の継手金具3に設けられているハーフキー
溝2aはキー溝2の上半分の形状に形成されていること
は当然であり、双方のハーフキー溝2a,2aを合接し
たとき該キー溝2が形成される。
FIG. 4 is a front view of portion P in FIG. As shown in the figure, the half key groove 2a is provided in a shape corresponding to the lower half of the key groove 2. Therefore, the half key groove 2a provided in the joint fitting 3 of the concrete pillar 1 at the top is the key groove 2a. It is natural that the key groove 2 is formed in the shape of the upper half of 2, and the key groove 2 is formed when the two half key grooves 2a, 2a are joined together.

【0012】而して、該キー溝2に嵌合されるキー8は
該キー溝2と対称形に形成され、且つ、該キー溝2の外
側面より叩入して上下コンクリート柱体1,1を強固に
結合できるものが選択せられる。更に、該キー8は前記
キー溝2の全長に及んで嵌入されるを可とし、且つ、長
手方向の表面を一端部へ向って若干テーパ状に形成され
る。然るときは、やや小径に形成された端面を先方にし
て前記キー溝2にハンマー等にて叩入するとき、最初は
該キー8の端部が容易に該キー溝2の端部に挿入され、
その後、ハンマー等によって該キー8を該キー溝2に叩
入することによって上下のコンクリート柱体1,1が一
体的に強固に結合せられることになる。
The key 8 fitted in the key groove 2 is formed symmetrically with the key groove 2 and is struck from the outer surface of the key groove 2 to form the upper and lower concrete pillars 1, 1. Those capable of firmly binding 1 are selected. Further, the key 8 can be fitted over the entire length of the key groove 2 and is formed in a taper shape with its longitudinal surface toward one end. In such a case, when the key groove 2 is tapped into the key groove 2 with the end face formed to have a slightly smaller diameter as the front, the end portion of the key 8 is first easily inserted into the end portion of the key groove 2. Is
After that, by hitting the key 8 into the key groove 2 with a hammer or the like, the upper and lower concrete columns 1 and 1 are integrally and firmly joined together.

【0013】尚、本発明は、本発明の精神を逸脱しない
限り種々の改変を為すことができ、そして、本発明が該
改変されたものに及ぶことは当然である。
The present invention can be modified in various ways without departing from the spirit of the present invention, and it goes without saying that the present invention extends to such modifications.

【0014】[0014]

【発明の効果】この発明は上記一実施例にて詳述せる如
く、接合せらるべき上下のコンクリート柱体の夫々の接
合端面に固着せられている継手金具には夫々対峙してブ
ロック状のハーフキー溝が設けられているので、このハ
ーフキー溝を対峙せしめて形成されるキー溝にキーを叩
入する。而して、該キー溝は少くとも2個以上設けられ
ているので、叩入せられた該キーによって上下のコンク
リート柱体は一体的に強固に結合される。
As described in detail in the above-mentioned embodiment, the present invention has a block-shaped metal fitting that is fixed to the joint end faces of the upper and lower concrete columns to be joined. Since the half key groove is provided, the key is tapped into the key groove formed by facing the half key groove. Since at least two or more key grooves are provided, the upper and lower concrete columns are integrally and firmly joined together by the keys that are hit.

【0015】斯くの如く、上下のコンクリート柱体の接
合面は従来のように溶接手段等を要しないので接合作業
が極めて容易迅速且つ確実に為され、溶接工も不要であ
り、更に、天候にも左右されることがないので工期が遅
延するようなこともなくなり、コストダウンにも寄与す
る等、正に著大なる効果を奏する発明である。
As described above, since the joining surfaces of the upper and lower concrete pillars do not require welding means as in the conventional case, the joining work is extremely easy, quick and reliable, and no welding is required. Since the invention is not affected by this, the invention does not have a delay in the construction period and contributes to cost reduction.

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

【図1】上下のコンクリート柱体の接合部を示す一部切
欠正面図。
FIG. 1 is a partially cutaway front view showing a joint between upper and lower concrete columns.

【図2】コンクリート柱体の平面図。FIG. 2 is a plan view of a concrete pillar.

【図3】図2のA−B線に沿って断面した一部切欠断面
図。
FIG. 3 is a partially cutaway cross-sectional view taken along the line AB of FIG.

【図4】図2のP部の一部切欠正面図。FIG. 4 is a partially cutaway front view of a P portion of FIG.

【図5】キーの斜面図。FIG. 5 is a perspective view of a key.

【符号の説明】[Explanation of symbols]

1 コンクリート柱体 2 キー溝 2a ハーフキー溝 3 継手金具 8 キー 1 Concrete pillar 2 Key groove 2a Half key groove 3 Fitting 8 Key

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】 コンクリート柱体の端部に一体的に固着
した継手金具の表面に、少くとも2個以上のブロック状
のハーフキー溝を穿設し、且つ、接合せらるべき上下の
コンクリート柱体を重ね合せるとき、前記継手金具に設
けたハーフキー溝を対峙せしめて形成されたキー溝に、
該キー溝に嵌合せらるべきキーを嵌入して前記コンクリ
ート柱体を接合することを特徴とするコンクリート柱体
の継手方法。
1. An upper and lower concrete pillar body to be joined by forming at least two block-shaped half-key grooves on the surface of a joint fitting integrally fixed to an end portion of the concrete pillar body. When superimposing, on the key groove formed by facing the half key groove provided on the fitting,
A method for joining concrete columns, characterized in that a key to be fitted into the key groove is inserted to join the concrete columns.
JP5120189A 1993-05-21 1993-05-21 Joint of concrete pillar body Pending JPH06330658A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5120189A JPH06330658A (en) 1993-05-21 1993-05-21 Joint of concrete pillar body

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5120189A JPH06330658A (en) 1993-05-21 1993-05-21 Joint of concrete pillar body

Publications (1)

Publication Number Publication Date
JPH06330658A true JPH06330658A (en) 1994-11-29

Family

ID=14780118

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5120189A Pending JPH06330658A (en) 1993-05-21 1993-05-21 Joint of concrete pillar body

Country Status (1)

Country Link
JP (1) JPH06330658A (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20080023621A1 (en) * 2006-07-31 2008-01-31 Wagner Eric W Magnetic Concrete Construction Keyway System

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
US20080023621A1 (en) * 2006-07-31 2008-01-31 Wagner Eric W Magnetic Concrete Construction Keyway System

Similar Documents

Publication Publication Date Title
JP2002242303A (en) Joint construction method for steel-pipe column
JPH06330658A (en) Joint of concrete pillar body
JP2000328557A (en) Joint structure and its execution method for pile
JP3691886B2 (en) Pile connection hardware
JP2815817B2 (en) Joint structure of end plate type steel structure and joining method
JP2003105752A (en) Connecting structure of steel pipe
JP2675717B2 (en) Column base structure of square steel tubular column
JPH10121467A (en) Joint structure of pile
JPH10298978A (en) Pile joint structure
KR100615514B1 (en) structure and method for jointing steel members and jointing member with expansion and shear action to be used therefor
JP2000328556A (en) Joint structure for pile
JP4011499B2 (en) Joint structure of steel column and steel beam
JP4691078B2 (en) Pile head ring
JPH0748844A (en) Retaining wall execution method with liner plate and connecting structure
JPS5924725Y2 (en) Assembly fittings for heavy temporary gantry
JP3459521B2 (en) Hexagonal segment and its joint structure
JP3054904B2 (en) Column-column joint structure
JPH05141007A (en) Structure of connection section for cross-sectional area material of closed type
JPH0747453Y2 (en) Pile joint structure
JP3350247B2 (en) Joint method and structure of column and beam using high strength bolts
JPH0245361Y2 (en)
JP2725030B2 (en) Column / beam joint structure
JP3488809B2 (en) Hexagonal segment and its joint structure
JPH0338278Y2 (en)
JP2006016807A (en) Driving method for drift pin, timber joint structure, and drift pin

Legal Events

Date Code Title Description
FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20080227

Year of fee payment: 10

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20090227

Year of fee payment: 11

FPAY Renewal fee payment (prs date is renewal date of database)

Year of fee payment: 11

Free format text: PAYMENT UNTIL: 20090227

FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100227

Year of fee payment: 12

EXPY Cancellation because of completion of term
FPAY Renewal fee payment (prs date is renewal date of database)

Free format text: PAYMENT UNTIL: 20100227

Year of fee payment: 12