JP3354261B2 - Concrete product connection method and concrete product connector - Google Patents

Concrete product connection method and concrete product connector

Info

Publication number
JP3354261B2
JP3354261B2 JP34503393A JP34503393A JP3354261B2 JP 3354261 B2 JP3354261 B2 JP 3354261B2 JP 34503393 A JP34503393 A JP 34503393A JP 34503393 A JP34503393 A JP 34503393A JP 3354261 B2 JP3354261 B2 JP 3354261B2
Authority
JP
Japan
Prior art keywords
connecting member
shaft
concrete product
arc
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.)
Expired - Fee Related
Application number
JP34503393A
Other languages
Japanese (ja)
Other versions
JPH07173882A (en
Inventor
武教 三村
明彦 津留
寿弘 池澤
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.)
Taiheiyo Cement Corp
Original Assignee
Taiheiyo Cement 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 Taiheiyo Cement Corp filed Critical Taiheiyo Cement Corp
Priority to JP34503393A priority Critical patent/JP3354261B2/en
Publication of JPH07173882A publication Critical patent/JPH07173882A/en
Application granted granted Critical
Publication of JP3354261B2 publication Critical patent/JP3354261B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

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Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【産業上の利用分野】本発明は、コンクリート製品の接
続方法、及び該接続方法を可能とするコンクリート製品
の接続具に関し、特に、架構式プレキャスト工法の柱−
柱,梁−梁の部材接続部、或いは壁式プレキャスト工法
の耐力壁−耐力壁の部材接続部等に用いるのに適したコ
ンクリート製品の接続方法、及び該接続方法を可能とす
るコンクリート製品の接続具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 connecting concrete products and a connector for concrete products enabling the connection method.
A concrete product connection method suitable for use as a column, beam-beam member connection portion, or a wall-to-bearing wall member connection portion of a wall-type precast method, and a concrete product connection enabling the connection method It is about tools.

【0002】[0002]

【従来の技術】工場や作業現場内で製作し、部材として
使えるようにした所謂プレキャストコンクリート等のコ
ンクリート製品は、現場において各コンクリート製品同
士を相互に接続する必要がある。
2. Description of the Related Art Concrete products such as so-called precast concrete manufactured in factories or work sites and used as members need to interconnect the concrete products at the site.

【0003】かかるコンクリート製品相互の接続には、
従来より種々の方法が提案され、実用化されている。そ
の中の数種類を、図6〜図8に示す。
[0003] In order to connect such concrete products,
Conventionally, various methods have been proposed and put into practical use. Some of them are shown in FIGS.

【0004】ここで、先ず図6に示した方法は、接続し
ようとするコンクリート製品101,102の各々の接
続面に、予めボルト103,104を突出した状態で埋
設しておき、これらのボルト103,104にタンバッ
クル式のナット105を螺じ込むことにより、両コンク
リート製品101,102を連結し、その連結部に形成
される間隙106に、コンクリート或いはモルタル10
7を充填することにより、コンクリート製品相互の接続
を行なうものである。
In the method shown in FIG. 6, first, bolts 103, 104 are buried in the connecting surfaces of concrete products 101, 102 to be connected in a state where the bolts 103, 104 are projected in advance. , 104 are screwed with a buckle nut 105 to connect the two concrete products 101, 102, and a concrete or mortar 10
By filling 7, concrete products are connected to each other.

【0005】また、図7に示した方法は、接続しようと
するコンクリート製品101,102の各々の接続面
に、接合用鉄筋108,109を突出した状態で設け、
該接合用鉄筋108,109に鋼製の筒状スリーブ11
0をはめ、該筒状スリーブ110の凹凸のついた内壁
と、挿入された接合用鉄筋108,109間にセメント
系無収縮高強度グラウト111を充填し、接合用鉄筋1
08,109の相互を一体化した後、そのコンクリート
製品相互の連結部に形成される間隙106に、やはりコ
ンクリート或いはモルタル107を充填することによ
り、コンクリート製品相互の接続を行なうものである。
[0005] In the method shown in FIG. 7, connecting reinforcing bars 108, 109 are provided on connecting surfaces of concrete products 101, 102 to be connected in a protruding state.
A tubular sleeve 11 made of steel is attached to the joining reinforcing bars 108 and 109.
0, a cement-based non-shrinkage high-strength grout 111 is filled between the uneven inner wall of the cylindrical sleeve 110 and the inserted reinforcing bars 108, 109, and the reinforcing bar 1
08 and 109 are integrated with each other, and concrete or mortar 107 is filled in the gap 106 formed at the joint between the concrete products to connect the concrete products.

【0006】さらに、図8に示した方法は、上記と同様
に接続しようとするコンクリート製品101,102の
各々の接続面に、接合用鉄筋108,109を突出した
状態で設け、該接合用鉄筋108,109を山型鋼等の
添え鋼板112に溶接接合し、そのコンクリート製品相
互の連結部に形成される間隙106に、やはりコンクリ
ート或いはモルタル107を充填することにより、コン
クリート製品相互の接続を行なうものである。
Further, in the method shown in FIG. 8, jointing reinforcing bars 108 and 109 are provided on the connecting surfaces of concrete products 101 and 102 to be connected in the same manner as described above, and the joining reinforcing bars 108 and 109 are provided. A method of connecting concrete products to each other by welding and joining 108 and 109 to an attached steel plate 112 such as an angle steel, and filling concrete or mortar 107 into a gap 106 formed at a connection portion between the concrete products. It is.

【0007】[0007]

【発明が解決しようとする課題】しかしながらここで、
上述した従来より行なわれているコンクリート製品の接
続方法にあっては、先ず図6に示したタンバックル式の
ナット105を使用する方法では、接続しようとするコ
ンクリート製品101,102を非常に正確な位置に設
置しなければ、ボルト103,104をナット105に
より螺じ込むことが出来ず、またボルト103,104
のコンクリート製品101,102への埋設位置も、非
常な精度を必要とすることから、コンクリート製品の製
造、及びその連結作業に細心の注意が必要なものとなっ
ていた。
However, here,
In the conventional method for connecting concrete products described above, first, in the method using a tanbuckle type nut 105 shown in FIG. 6, the concrete products 101 and 102 to be connected are very accurate. If it is not installed at the position, the bolts 103, 104 cannot be screwed by the nut 105, and the bolts 103, 104
Since the position of embedding in the concrete products 101 and 102 also requires extremely high precision, it is necessary to pay close attention to the production of the concrete products and the connection work thereof.

【0008】また、図7及び図8に示した方法にあって
は、上記したナットによって埋設されたボルト同士を連
結する方法に比して、コンクリート製品101,102
の設置位置、及び接合用鉄筋108,109の埋設位置
は差ほどの精度を必要とするものではないが、図7に示
した方法においては、筒状スリーブ110内へのセメン
ト系無収縮高強度グラウト111の充填作業が、また図
8に示した方法においては、添え鋼板112への接合用
鉄筋108,109の溶接作業が各々煩雑な作業とな
り、その連結作業の施工性が悪いものとなっていた。
Further, in the method shown in FIGS. 7 and 8, the concrete products 101 and 102 are compared with the method of connecting the buried bolts with the nuts described above.
Although the installation position of the joints and the embedding positions of the joining reinforcing bars 108 and 109 do not require as much accuracy as the difference, in the method shown in FIG. In the method of filling the grout 111 and the method shown in FIG. 8, the work of welding the reinforcing steel bars 108 and 109 to the attached steel plate 112 is a complicated work, and the workability of the connection work is poor. Was.

【0009】本発明は、上述した従来より存在するコン
クリート製品の接続方法が有する種々の課題に鑑みなさ
れたものであって、その目的は、コンクリート製品の接
続の際にある程度の誤差吸収が可能で、しかも連結作業
の施工性が良好なコンクリート製品の接続方法、及び該
接続方法を可能とするコンクリート製品の接続具を提供
することにある。
SUMMARY OF THE INVENTION The present invention has been made in view of the above-mentioned various problems of the conventional method for connecting concrete products, and an object of the present invention is to allow a certain degree of error absorption when connecting concrete products. Another object of the present invention is to provide a method for connecting concrete products having good connection workability and a connector for concrete products which enables the connection method.

【0010】[0010]

【課題を解決するための手段】本発明は、上述した目的
を達成するため、接続する一方のコンクリート製品の接
続面から突出した状態で埋設された接合用ボルトに、一
端に前記接合用ボルトに螺合する雌ネジが刻設され、他
端に係合用膨出部を先端付近に有する軸が連接され、か
つ前記軸が連接された壁面から該軸に沿って突出した円
弧状の舌片が形成された第1の連結部材を、該第1の連
結部材の一端に形成された上記雌ネジを利用して装着
し、接続する他方のコンクリート製品の接続面から突出
した状態で埋設された接合用ボルトに、一端に前記接合
用ボルトに螺合する雌ネジが刻設され、他端周面に上記
第1の連結部材の軸及び該軸に形成された上記係合用膨
出部を若干の余裕を持って収容する凹部が開口され、か
つ前記凹部が開口された周面と逆方向の周面端部に上記
第1の連結部材に形成された円弧状舌片の内周壁が摺接
する円弧状の突出片が形成された第2の連結部材を、該
第2の連結部材の一端に形成された上記雌ネジを利用し
て装着し、その後上記第1の連結部材の軸及び該軸に形
成された上記係合用膨出部を、コンクリート製品を移動
されることにより上記第2の連結部材の収容用凹部に嵌
入し、その後連結部材を回転させて上記第1の連結部材
に形成された円弧状舌片を、上記第2の連結部材に形成
された円弧状突出片に重ね合わせて第2の連結部材の収
容用凹部に嵌入した上記第1の連結部材の軸及び該軸に
形成された上記係合用膨出部が抜けない状態とし、この
状態で連結部材を更にコンクリート製品に突出した状態
で埋設された上記接合用ボルトに螺合することにより、
上記第1の連結部材に形成された係合用膨出部の拡幅す
る壁面を、上記第2の連結部材に形成された収容用凹部
の縮幅する壁面に密着させ、両コンクリート製品を接続
固定するコンクリート製品の接続方法とした。
SUMMARY OF THE INVENTION In order to achieve the above-mentioned object, the present invention provides a connecting bolt buried in a state protruding from a connecting surface of one concrete product to be connected, and the connecting bolt at one end. A female screw to be screwed is carved, a shaft having an engagement bulging portion near the tip at the other end is connected, and an arc-shaped tongue protruding along the shaft from a wall surface to which the shaft is connected is provided. The formed first connection member is mounted using the female screw formed at one end of the first connection member, and is buried in a state protruding from the connection surface of the other concrete product to be connected. On one end of the bolt, a female screw to be screwed into the joining bolt is engraved at one end, and on the other end peripheral surface, the shaft of the first connecting member and the engagement bulging portion formed on the shaft are slightly A recess for accommodating with a margin is opened, and the recess is opened. A second connecting member having an arc-shaped protruding piece formed on an end of a peripheral surface in a direction opposite to a peripheral surface of the first connecting member so that an inner peripheral wall of an arc-shaped tongue piece slidably contacts the first connecting member; The first connecting member is mounted using one of the female screws formed at one end of the second connecting member, and then the shaft of the first connecting member and the engaging bulge formed on the shaft are moved by the concrete product. This fits into the receiving recess of the second connecting member, and then rotates the connecting member to turn the arc-shaped tongue formed on the first connecting member into the circle formed on the second connecting member. The shaft of the first connecting member and the engaging bulge formed on the shaft, which are overlapped with the arc-shaped projecting piece and fitted into the housing concave portion of the second connecting member, are in a state where they do not come off and are connected in this state. The member is further screwed into the above-mentioned connecting bolt buried while protruding from the concrete product. By Rukoto,
The widening wall surface of the engaging bulging portion formed on the first connecting member is brought into close contact with the narrowing wall surface of the housing concave portion formed on the second connecting member to connect and fix both concrete products. The method of connecting concrete products was used.

【0011】また、本発明は、一端に接続する一方のコ
ンクリート製品の接続面から突出した状態で埋設された
接合用ボルトに螺合する雌ネジが刻設され、他端に係合
用膨出部を先端付近に有する軸が連接され、かつ前記軸
が連接された壁面から該軸に沿って突出した円弧状の舌
片が形成された第1の連結部材と、一端に接続する他方
のコンクリート製品の接続面から突出した状態で埋設さ
れた接合用ボルトに螺合する雌ネジが刻設され、他端周
面に上記第1の連結部材の軸及び該軸に形成された上記
係合用膨出部を若干の余裕を持って収容する凹部が開口
され、かつ前記凹部が開口された周面と逆方向の周面端
部に上記第1の連結部材に形成された円弧状舌片の内周
壁が摺接する円弧状の突出片が形成された第2の連結部
材とから成るコンクリート製品の接続具とした。
Further, according to the present invention, there is provided a female screw which is screwed into a buried joint bolt protruding from a connection surface of one concrete product connected to one end, and an engagement bulging portion is provided at the other end. A first connecting member having an arc-shaped tongue protruding along the axis from a wall to which the axis is connected and having the axis connected near the tip, and the other concrete product connected to one end A female screw is screwed into the joint bolt embedded in a state protruding from the connection surface of the first connecting member, and the shaft of the first connecting member and the bulge for engagement formed on the shaft are formed on the other peripheral surface. A concave portion for accommodating the portion with some margin is opened, and an inner peripheral wall of an arc-shaped tongue piece formed on the first connecting member at an end of a peripheral surface in a direction opposite to a peripheral surface where the concave portion is opened. And a second connecting member formed with an arc-shaped projecting piece with which And the REIT product of the connector.

【0012】[0012]

【作用】上記した本発明にかかるコンクリート製品の接
続方法、及び該接続方法を可能とするコンクリート製品
の接続具によれば、コンクリート製品の接続面から突出
した状態で埋設された接合用ボルト同士の連結作業は、
第1及び第2の各々の連結部材を接合用ボルトに装着し
た後、第1の連結部材の軸及び該軸に形成された係合用
膨出部を、コンクリート製品を移動されることにより第
2の連結部材の収容用凹部に嵌入し、その後連結部材を
更に上記接合用ボルトに螺合すればその連結が達成でき
るため、連結作業の施工性が良好なコンクリート製品の
接続方法、及び該接続方法を可能とするコンクリート製
品の接続具となる。
According to the concrete product connecting method of the present invention and the concrete product connecting device which enables the connecting method, the connecting bolts buried in a state protruding from the connecting surface of the concrete product are connected to each other. Consolidation work
After each of the first and second connecting members is attached to the joining bolt, the shaft of the first connecting member and the engaging bulge formed on the shaft are moved to the second position by moving the concrete product. The connection method can be achieved by fitting the connection member into the receiving recess of the connection member, and then screwing the connection member to the joining bolt, so that a concrete product connection method with good workability of connection work, and the connection method It is a connector for concrete products that can be used.

【0013】また、上記した本発明によれば、第1の連
結部材の軸及び該軸に形成された係合用膨出部を嵌入す
る第2の連結部材の収容用凹部は、若干の余裕を持って
収容し得る大きさとされているため、接続しようとする
コンクリート製品の移動方向、及び接合用ボルトのコン
クリート製品への埋設位置等が多少ズレていても第1の
連結部材の軸及び該軸に形成された係合用膨出部を第2
の連結部材の収容用凹部に嵌入する作業が可能となり、
その連結ができるため、コンクリート製品の接続の際に
ある程度の誤差吸収が可能な接続方法、及び該接続方法
を可能とする接続具となる。
According to the present invention described above, the shaft of the first connecting member and the recess for accommodating the second connecting member into which the bulging portion for engagement formed on the shaft are fitted have some margin. The first connecting member shaft and the shaft even if the moving direction of the concrete product to be connected and the embedding position of the joining bolt in the concrete product are slightly displaced because the size is such that it can be held and accommodated. The bulging portion for engagement formed in the second
Work to fit into the accommodation recess of the connecting member of
Since the connection can be performed, a connection method capable of absorbing a certain amount of error when connecting a concrete product, and a connection tool that enables the connection method are provided.

【0014】[0014]

【実施例】以下、上記した本発明の実施例を挙げ、本発
明を詳細に説明する。
Hereinafter, the present invention will be described in detail with reference to examples of the present invention.

【0015】ここで、図1〜図5は、本発明にかかるコ
ンクリート製品の接続方法、及び該接続方法を可能とす
るコンクリート製品の接続具を示したものであって、図
中1,2はコンクリート製品、1a及び2aは、該コン
クリート製品1,2の各々の接続面である。
FIGS. 1 to 5 show a concrete product connecting method according to the present invention and a concrete product connecting device enabling the connecting method. The concrete products 1a and 2a are the connecting surfaces of the concrete products 1 and 2, respectively.

【0016】上記コンクリート製品の接続面1a及び2
aには、該接続面1a及び2aから各々突出した状態で
接合用ボルト3,4が埋設され、一方の接合用ボルト3
は右ネジに形成され、他方の接合用ボルト4は左ネジに
形成され、両接合用ボルト3,4を利用してコンクリー
ト製品1,2が連結される。
The connection surfaces 1a and 2 of the concrete product
a, bonding bolts 3 and 4 are buried in a state protruding from the connection surfaces 1a and 2a, respectively.
Is formed into a right-hand thread, and the other joining bolt 4 is formed into a left-hand thread, and the concrete products 1 and 2 are connected using the two joining bolts 3 and 4.

【0017】5,6は上記接合用ボルト3,4同士を接
合固定する、略円柱状をした第1の連結部材、及び第2
の連結部材である。
Reference numerals 5 and 6 denote a first connecting member having a substantially columnar shape for fixing the above-mentioned connecting bolts 3 and 4, and a second connecting member.
It is a connecting member.

【0018】第1の連結部材5の一端5aには、上記右
ネジの接合用ボルト3に螺合する雌ネジ7が刻設され、
その端部周面は6角形状となっている。また、第1の連
結部材5の他端5bには、前記雌ネジ7と軸心を合わせ
て軸8が連接され、該軸8の先端には拡幅の係合用膨出
部9が形成されている。さらに前記軸8が連接された第
1の連結部材5の端部壁面には、該軸8から所定の距離
はなれた同一円周上に沿って突出した円弧状の舌片10
が形成されている。
At one end 5a of the first connecting member 5, a female screw 7 screwed with the right-hand screw joining bolt 3 is engraved.
Its peripheral surface is hexagonal. A shaft 8 is connected to the other end 5b of the first connecting member 5 so that the shaft 8 is aligned with the female screw 7 at the end thereof. I have. Further, on the end wall surface of the first connecting member 5 to which the shaft 8 is connected, an arc-shaped tongue 10 protruding along the same circumference at a predetermined distance from the shaft 8 is provided.
Are formed.

【0019】また、第2の連結部材6の一端6aには、
上記第1の連結部材5と同様に上記左ネジの接合用ボル
ト4に螺合する雌ネジ11が刻設され、その端部周面は
6角形状となっている。また、第2の連結部材6の他端
6bの周面には、上記第1の連結部材5の軸8及び該軸
8に形成された上記係合用膨出部9を、前記雌ネジ11
と軸心が合う位置までその側方より収容し得る上記軸8
及び該軸8に形成された上記係合用膨出部9の外形より
若干大きい外形の凹部12,13の開口が形成されてい
る。さらに前記凹部12,13の開口が形成された周面
と逆方向の周面端部には、上記第1の連結部材5に形成
された円弧状舌片10の内周壁が摺接する円弧状の突出
片14が形成され、かつ該円弧状突出片14の一方の端
部にボス15が形成されている。
Further, one end 6a of the second connecting member 6
Like the first connecting member 5, a female screw 11 to be screwed into the joining bolt 4 of the left-hand thread is engraved, and the peripheral surface of the end is hexagonal. On the peripheral surface of the other end 6b of the second connecting member 6, the shaft 8 of the first connecting member 5 and the engaging bulge 9 formed on the shaft 8 are connected to the female screw 11
The shaft 8 that can be accommodated from the side until a position where the shaft center is aligned with the shaft 8
In addition, the openings of the concave portions 12 and 13 having an outer shape slightly larger than the outer shape of the engagement bulging portion 9 formed on the shaft 8 are formed. Further, the inner peripheral wall of the arc-shaped tongue piece 10 formed on the first connecting member 5 is slidably in contact with an end of a peripheral surface of the concave portion 12, 13 in a direction opposite to the peripheral surface on which the opening is formed. A projecting piece 14 is formed, and a boss 15 is formed at one end of the arc-shaped projecting piece 14.

【0020】上記のように構成された第1の連結部材5
及び第2の連結部材6を使用して、コンクリート製品
1,2の接続面1a及び2aから各々突出した状態で埋
設された上記逆ネジの接続用ボルト3,4同士を接合固
定するためには、先ず上記第1及び第2の連結部材5,
6を、各々その一端に形成された上記雌ネジ7及び11
を利用して装着し、図2に示した状態とする。
The first connecting member 5 configured as described above
And using the second connecting member 6 to join and fix the connecting bolts 3 and 4 of the reverse screw buried in a state protruding from the connecting surfaces 1a and 2a of the concrete products 1 and 2, respectively. First, the first and second connecting members 5, 5
6 with the internal threads 7 and 11 respectively formed at one end thereof.
To make the state shown in FIG.

【0021】次に、第1の連結部材5が装着されたコン
クリート製品1を下方に移動させ、上記第1の連結部材
5の軸8及び該軸8に形成された係合用膨出部9を、上
記第2の連結部材6に形成された収容用凹部12,13
に嵌入し、図3に示した状態とする。
Next, the concrete product 1 on which the first connecting member 5 is mounted is moved downward, and the shaft 8 of the first connecting member 5 and the engagement bulging portion 9 formed on the shaft 8 are moved. The recesses 12 and 13 for storage formed in the second connecting member 6
Into the state shown in FIG.

【0022】その後、第1の連結部材5を接合用ボルト
3に螺合する方向に回転させ、上記第1の連結部材5に
形成された円弧状舌片10を、上記第2の連結部材6に
形成された円弧状突出片14の外周面に重ね合わせて、
図4に示すように第2の連結部材の収容用凹部12,1
3に嵌入した上記第1の連結部材の軸8及び該軸8に形
成された上記係合用膨出部9が抜けない状態とする。
Thereafter, the first connecting member 5 is rotated in a direction in which the first connecting member 5 is screwed to the joining bolt 3, and the arc-shaped tongue 10 formed on the first connecting member 5 is connected to the second connecting member 6. Superimposed on the outer peripheral surface of the arc-shaped projecting piece 14 formed in
As shown in FIG. 4, the recesses 12, 1 for housing the second connecting member.
The shaft 8 of the first connecting member fitted into the shaft 3 and the bulging portion 9 for engagement formed on the shaft 8 are in a state in which they do not come off.

【0023】上記の状態で、その後更に第1の連結部材
5をコンクリート製品1に突出した状態で埋設された上
記接合用ボルト3に螺合すると、該第1の連結部材5に
形成された上記円弧状舌片10の端部が第2の連結部材
6の円弧状突出片14の端部に形成された上記ボス15
に当接し、第1の連結部材5及び第2の連結部材6は、
あたかも一体のタンバックル式のナットの如く逆ネジの
各々の接続用ボルト3,4に螺合することとなり、上記
第1の連結部材5に形成された係合用膨出部9の拡幅す
る壁面9aが、上記第2の連結部材6に形成された収容
用凹部13の縮幅する壁面13aに密着し、図5に示し
たように接合用ボルト3,4同士がガタ付きなく連結部
材5,6により接合固定される。
In the above state, when the first connecting member 5 is further screwed into the joining bolt 3 buried in a state protruding from the concrete product 1, the first connecting member 5 is formed on the first connecting member 5. The boss 15 formed at the end of the arc-shaped tongue 10 at the end of the arc-shaped projecting piece 14 of the second connecting member 6
And the first connecting member 5 and the second connecting member 6
It is screwed into each of the connecting bolts 3 and 4 of the reverse screw like an integral tan buckle type nut, and the widening wall surface 9a of the engaging bulging portion 9 formed on the first connecting member 5 is formed. Is tightly attached to the narrowing wall surface 13a of the housing recess 13 formed in the second connecting member 6, and the connecting bolts 3, 4 are connected without looseness as shown in FIG. Is fixedly joined.

【0024】その後、必要に応じて、従来と同様に接合
用ボルト3,4同士が接合固定された上記両コンクリー
ト製品1,2の間隙に、コンクリート或いはモルタルを
充填することにより、コンクリート製品相互の接続を行
ない、コンクリート製品の連結作業が終了する。
Thereafter, if necessary, concrete or mortar is filled in the gap between the concrete products 1 and 2 where the joining bolts 3 and 4 are joined and fixed in the same manner as in the prior art, so that the concrete products can be connected to each other. The connection is made and the connection of the concrete products is completed.

【0025】以上、本発明の一実施例につき説明した
が、本発明は既述の実施例に限定されるものではなく、
本発明の技術的思想に基づいて、各種の変形及び変更が
可能であることは当然である。
Although the embodiment of the present invention has been described above, the present invention is not limited to the above-described embodiment.
It goes without saying that various modifications and changes are possible based on the technical concept of the present invention.

【0026】例えば、上記実施例においては、接合する
コンクリート製品の各々に埋設された接合用ボルト3,
4として、逆ネジのものを使用したが、同一方向の雄ネ
ジが刻設されたボルトを使用しても良い。
For example, in the above embodiment, the joining bolts 3 embedded in each of the concrete products to be joined are used.
Although a screw having a reverse screw was used as 4, a bolt having a male screw in the same direction may be used.

【0027】また、上記実施例において示した第1の連
結部材5及び第2の連結部材6の形状は、単に一例を示
したに過ぎず、例えば端部周面のみが6角形状ではな
く、全体的に6角柱を呈した連結部材としても良く、ま
た係合用膨出部9の形状も、円柱ではなく球体としても
良い。
Further, the shapes of the first connecting member 5 and the second connecting member 6 shown in the above embodiment are merely examples, and for example, only the end peripheral surface is not hexagonal. The connecting member may be a hexagonal column as a whole, and the shape of the engagement bulging portion 9 may be a sphere instead of a cylinder.

【0028】[0028]

【発明の効果】以上、説明した本発明にかかるコンクリ
ート製品の接続方法、及び該接続方法を可能とするコン
クリート製品の接続具によれば、コンクリート製品の接
続面から突出した状態で埋設された接合用ボルト同士の
連結作業は、第1及び第2の各々の連結部材を接合用ボ
ルトに装着した後、第1の連結部材の軸及び該軸に形成
された係合用膨出部を、コンクリート製品を移動される
ことにより第2の連結部材の収容用凹部に嵌入し、その
後連結部材を更に上記接合用ボルトに螺合すればその連
結が達成できるため、連結作業の施工性が良好なコンク
リート製品の接続方法、及び該接続方法を可能とするコ
ンクリート製品の接続具となる。
According to the concrete product connecting method and the concrete product connecting device according to the present invention described above, the joint buried in a state protruding from the connecting surface of the concrete product is provided. After connecting the first and second connecting members to the joining bolts, the connecting bolts are connected to the shaft of the first connecting member and the bulging portion for engagement formed on the shaft. Is moved into the concave portion for accommodating the second connecting member, and then the connecting member can be further screwed into the connecting bolt to achieve the connection, so that the concrete product with good workability of the connecting operation can be achieved. And a concrete product connector that enables the connection method.

【0029】また、上記した本発明によれば、第1の連
結部材の軸及び該軸に形成された係合用膨出部を嵌入す
る第2の連結部材の収容用凹部は、若干の余裕を持って
収容し得る大きさとされているため、接続しようとする
コンクリート製品の移動方向、及び接合用ボルトのコン
クリート製品への埋設位置等が多少ズレていても第1の
連結部材の軸及び該軸に形成された係合用膨出部を第2
の連結部材の収容用凹部に嵌入する作業が可能となり、
その連結ができるため、コンクリート製品の接続の際に
ある程度の誤差吸収が可能な接続方法、及び該接続方法
を可能とする接続具となる。
According to the present invention described above, the shaft of the first connecting member and the recess for accommodating the second connecting member into which the bulging portion for engagement formed on the shaft is fitted have some margin. The first connecting member shaft and the shaft even if the moving direction of the concrete product to be connected and the embedding position of the joining bolt in the concrete product are slightly displaced because the size is such that it can be held and accommodated. The bulging portion for engagement formed in the second
Work to fit into the accommodation recess of the connecting member of
Since the connection can be performed, a connection method capable of absorbing a certain amount of error when connecting concrete products, and a connection tool that enables the connection method are provided.

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

【図1】本発明にかかるコンクリート製品の接続具の一
実施例を示した斜視図である。
FIG. 1 is a perspective view showing one embodiment of a connector for a concrete product according to the present invention.

【図2】本発明にかかるコンクリート製品の接続方法の
一工程を示した断面図である。
FIG. 2 is a cross-sectional view showing one step of the method for connecting concrete products according to the present invention.

【図3】本発明にかかるコンクリート製品の接続方法の
一工程を示した断面図である。
FIG. 3 is a cross-sectional view showing one step of the method for connecting concrete products according to the present invention.

【図4】本発明にかかるコンクリート製品の接続方法の
一工程を示した断面図である。
FIG. 4 is a sectional view showing one step of the method for connecting concrete products according to the present invention.

【図5】本発明にかかるコンクリート製品の接続方法の
一工程を示した断面図である。
FIG. 5 is a cross-sectional view showing one step of the method for connecting concrete products according to the present invention.

【図6】従来のコンクリート製品の接続方法を示す断面
図である。
FIG. 6 is a cross-sectional view showing a conventional method for connecting concrete products.

【図7】従来のコンクリート製品の接続方法を示す断面
図である。
FIG. 7 is a cross-sectional view illustrating a conventional method for connecting concrete products.

【図8】従来のコンクリート製品の接続方法を示す断面
図である。
FIG. 8 is a cross-sectional view showing a conventional method for connecting concrete products.

【符号の説明】[Explanation of symbols]

1 コンクリート製品 2 コンクリート製品 1a コンクリート製品の接続面 2a コンクリート製品の接続面 3 右ネジの接合用ボルト 4 左ネジの接合用ボルト 5 第1の連結部材 5a 第1の連結部材の一端 5b 第1の連結部材の他端 6 第2の連結部材 6a 第2の連結部材の一端 6b 第2の連結部材の他端 7 雌ネジ 8 軸 9 係合用膨出部 9a 係合用膨出部の拡幅する壁面 10 円弧状舌片 11 雌ネジ 12 収容用凹部 13 収容用凹部 13a 収容用凹部の縮幅する壁面 14 円弧状突出片 15 ボス DESCRIPTION OF SYMBOLS 1 Concrete product 2 Concrete product 1a Concrete product connection surface 2a Concrete product connection surface 3 Right screw connecting bolt 4 Left screw connecting bolt 5 First connecting member 5a One end of first connecting member 5b First The other end of the connecting member 6 The second connecting member 6a One end of the second connecting member 6b The other end of the second connecting member 7 Female screw 8 Shaft 9 Engagement bulging part 9a Enlarged wall surface of the engagement bulging part 10 Arc-shaped tongue piece 11 Female screw 12 Housing recess 13 Housing recess 13a Wall surface of housing recess narrowing 14 Arc projecting piece 15 Boss

───────────────────────────────────────────────────── フロントページの続き (58)調査した分野(Int.Cl.7,DB名) E04B 1/38 - 1/61 E04B 1/21 E04B 5/00 - 5/20 ──────────────────────────────────────────────────続 き Continued on the front page (58) Fields surveyed (Int. Cl. 7 , DB name) E04B 1/38-1/61 E04B 1/21 E04B 5/00-5/20

Claims (2)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】 接続する一方のコンクリート製品の接続
面から突出した状態で埋設された接合用ボルトに、一端
に前記接合用ボルトに螺合する雌ネジが刻設され、他端
に係合用膨出部を先端付近に有する軸が連接され、かつ
前記軸が連接された壁面から該軸に沿って突出した円弧
状の舌片が形成された第1の連結部材を、該第1の連結
部材の一端に形成された上記雌ネジを利用して装着し、
接続する他方のコンクリート製品の接続面から突出した
状態で埋設された接合用ボルトに、一端に前記接合用ボ
ルトに螺合する雌ネジが刻設され、他端周面に上記第1
の連結部材の軸及び該軸に形成された上記係合用膨出部
を若干の余裕を持って収容する凹部が開口され、かつ前
記凹部が開口された周面と逆方向の周面端部に上記第1
の連結部材に形成された円弧状舌片の内周壁が摺接する
円弧状の突出片が形成された第2の連結部材を、該第2
の連結部材の一端に形成された上記雌ネジを利用して装
着し、その後上記第1の連結部材の軸及び該軸に形成さ
れた上記係合用膨出部を、コンクリート製品を移動され
ることにより上記第2の連結部材に形成された収容用凹
部に嵌入し、その後連結部材を回転させて上記第1の連
結部材に形成された円弧状舌片を、上記第2の連結部材
に形成された円弧状突出片に重ね合わせて第2の連結部
材の収容用凹部に嵌入した上記第1の連結部材の軸及び
該軸に形成された上記係合用膨出部が抜けない状態と
し、この状態で連結部材を更にコンクリート製品に突出
した状態で埋設された上記接合用ボルトに螺合すること
により、上記第1の連結部材に形成された係合用膨出部
の拡幅する壁面を、上記第2の連結部材に形成された収
容用凹部の縮幅する壁面に密着させ、両コンクリート製
品を接続固定することを特徴とするコンクリート製品の
接続方法。
1. A connecting bolt embedded in a state protruding from a connecting surface of one concrete product to be connected is provided with an internal thread screwed into the connecting bolt at one end, and an engaging expansion at the other end. A first connecting member having an arc-shaped tongue protruding along the axis from a wall surface to which the axis is connected, the first connecting member being connected to a shaft having a protruding portion near the distal end; Attach using the female screw formed at one end of the
A female screw that is screwed into one end of the joining bolt buried in a state protruding from the connecting surface of the other concrete product to be connected is engraved on one end, and the first screw is formed on the other end peripheral surface.
A concave portion for accommodating the shaft of the connecting member and the swelling portion for engagement formed on the shaft with some margin is opened, and a peripheral surface end portion in a direction opposite to a peripheral surface where the concave portion is opened is provided. The first
The second connecting member formed with an arc-shaped protruding piece with which the inner peripheral wall of the arc-shaped tongue piece formed on the connecting member slides is connected to the second connecting member.
Mounting using the female screw formed at one end of the connecting member, and then moving the concrete product through the shaft of the first connecting member and the engaging bulge formed on the shaft. Is inserted into the accommodation recess formed in the second connecting member, and then the connecting member is rotated to form the arc-shaped tongue formed in the first connecting member on the second connecting member. In this state, the shaft of the first connection member and the engagement bulge formed on the shaft are inserted into the housing recess of the second connection member so as not to come off. By screwing the connecting member to the joining bolt buried in a state where the connecting member further protrudes from the concrete product, the widening wall surface of the engaging bulge formed in the first connecting member is fixed to the second connecting member. To reduce the width of the accommodation recess formed in the connecting member Is adhered to the surface, a method of connecting concrete product, characterized in that connecting and fixing the both concrete products.
【請求項2】 一端に接続する一方のコンクリート製品
の接続面から突出した状態で埋設された接合用ボルトに
螺合する雌ネジが刻設され、他端に係合用膨出部を先端
付近に有する軸が連接され、かつ前記軸が連接された壁
面から該軸に沿って突出した円弧状の舌片が形成された
第1の連結部材と、一端に接続する他方のコンクリート
製品の接続面から突出した状態で埋設された接合用ボル
トに螺合する雌ネジが刻設され、他端周面に上記第1の
連結部材の軸及び該軸に形成された上記係合用膨出部を
若干の余裕を持って収容する凹部が開口され、かつ前記
凹部が開口された周面と逆方向の周面端部に上記第1の
連結部材に形成された円弧状舌片の内周壁が摺接する円
弧状の突出片が形成された第2の連結部材とから成るこ
とを特徴とする、コンクリート製品の接続具。
2. A female screw which is screwed into a buried joint bolt in a state protruding from a connection surface of one concrete product connected to one end, and a bulging portion for engagement is provided near the other end at the other end. A first connecting member having an arcuate tongue protruding along the axis from a wall surface to which the axis having the axis is connected, and a connecting surface of the other concrete product connected to one end. A female screw to be screwed into the buried joint bolt in a protruding state is engraved, and the other end peripheral surface is slightly attached to the shaft of the first connecting member and the engagement bulging portion formed on the shaft. A concave portion for accommodating the concave portion is opened, and an inner peripheral wall of an arc-shaped tongue piece formed on the first connecting member is slidably in contact with an end of a peripheral surface in a direction opposite to a peripheral surface where the concave portion is opened. A second connecting member having an arc-shaped projecting piece formed thereon. A connector for concrete products.
JP34503393A 1993-12-20 1993-12-20 Concrete product connection method and concrete product connector Expired - Fee Related JP3354261B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP34503393A JP3354261B2 (en) 1993-12-20 1993-12-20 Concrete product connection method and concrete product connector

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP34503393A JP3354261B2 (en) 1993-12-20 1993-12-20 Concrete product connection method and concrete product connector

Publications (2)

Publication Number Publication Date
JPH07173882A JPH07173882A (en) 1995-07-11
JP3354261B2 true JP3354261B2 (en) 2002-12-09

Family

ID=18373833

Family Applications (1)

Application Number Title Priority Date Filing Date
JP34503393A Expired - Fee Related JP3354261B2 (en) 1993-12-20 1993-12-20 Concrete product connection method and concrete product connector

Country Status (1)

Country Link
JP (1) JP3354261B2 (en)

Also Published As

Publication number Publication date
JPH07173882A (en) 1995-07-11

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