JP6837417B2 - Member connection device - Google Patents

Member connection device Download PDF

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JP6837417B2
JP6837417B2 JP2017228002A JP2017228002A JP6837417B2 JP 6837417 B2 JP6837417 B2 JP 6837417B2 JP 2017228002 A JP2017228002 A JP 2017228002A JP 2017228002 A JP2017228002 A JP 2017228002A JP 6837417 B2 JP6837417 B2 JP 6837417B2
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forming member
hole forming
longitudinal direction
concrete
connecting device
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秀佳 松林
秀佳 松林
恭司 高見
恭司 高見
政道 小口
政道 小口
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Goto Concrete Co Ltd
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Description

本発明は、隣接するコンクリート製部材同士を接続する部材接続装置に関する。 The present invention relates to a member connecting device for connecting adjacent concrete members.

例えば道路の側溝等を形成する際には、複数のコンクリート製部材を直線状に配置し、隣接するコンクリート製部材同士の対向端部同士を接続させる作業が行われる。このような用途で用いられるコンクリート部材は、大重量かつ大型であることから、正確に接続すべき位置まで移送できないため、これら隣接するコンクリート製部材同士の対向端部同士を正確に位置合わせするには、多くの労力、作業手間および作業コストを必要としていた。 For example, when forming a road gutter or the like, a work is performed in which a plurality of concrete members are arranged in a straight line and the opposing ends of adjacent concrete members are connected to each other. Since the concrete members used in such applications are heavy and large, they cannot be transferred to the positions where they should be connected accurately. Therefore, it is necessary to accurately align the opposing ends of these adjacent concrete members. Required a lot of labor, labor and cost.

そこで、本発明者は、コンクリート製部材同士が対向する接続面と交差する側面の端部側に、側面に対して略直角に埋設して筒状の孔形成部材をそれぞれ取り付け、これら孔形成部材の開口部に挿嵌部材を挿嵌し、更に、隣接するコンクリート製部材にそれぞれ取り付けられた孔形成部材の開口部にそれぞれ挿嵌された挿嵌部材に、接続板の係止部をそれぞれ係止させることで、隣接するコンクリート製部材同士が離間を防止された状態で接続できるようにした部材接続装置を開発している(例えば、特許文献1参照)。 Therefore, the present inventor attaches a tubular hole-forming member to the end side of the side surface where the concrete members intersect the connecting surface facing each other at a substantially right angle to the side surface, and attach these hole-forming members. The fitting member is inserted into the opening of the concrete member, and the locking portion of the connecting plate is engaged with the fitting member inserted into the opening of the hole forming member attached to each of the adjacent concrete members. We are developing a member connecting device that enables adjacent concrete members to be connected to each other in a state where they are prevented from being separated by stopping them (see, for example, Patent Document 1).

特許第4080097号公報(第4頁、第8図)Japanese Patent No. 408907 (Page 4, Fig. 8)

接続板を用いてコンクリート製部材同士の接続作業を行うにあたり、隣接するコンクリート製部材の接続面と交差する側面の端部側に孔形成部材を予め埋設しておく必要があるが、特許文献1にあっては、孔形成部材は両端が開口された金属製部材により構成されているため、仮にコンクリート製部材の製造段階で孔形成部材を埋設させる場合には、孔形成部材におけるコンクリート側から硬化前のコンクリートミルクが孔形成部材の内部に侵入してしまう。これによれば、硬化前のコンクリートミルクが孔形成部材の内部に侵入したコンクリートが硬化し、孔形成部材に対する挿嵌部材の挿嵌精度が低下してしまう虞がある。挿嵌部材が孔形成部材に対して精度良く挿嵌できない場合、部材接続装置によるコンクリート製部材同士を高い接続精度で接続することができないばかりか、接続強度を維持できないという問題が生じる。 When connecting concrete members to each other using a connecting plate, it is necessary to bury a hole forming member in advance on the end side of the side surface that intersects the connecting surface of the adjacent concrete member. In the case, since the hole forming member is composed of a metal member having both ends opened, if the hole forming member is to be embedded at the stage of manufacturing the concrete member, it is hardened from the concrete side of the hole forming member. The previous concrete milk invades the inside of the hole forming member. According to this, there is a possibility that the concrete in which the concrete milk before hardening has invaded the inside of the hole forming member is hardened, and the insertion accuracy of the inserting member into the hole forming member is lowered. When the fitting member cannot be fitted into the hole forming member with high accuracy, there arises a problem that not only the concrete members by the member connecting device cannot be connected with high connection accuracy but also the connection strength cannot be maintained.

本発明は、このような問題点に着目してなされたもので、孔形成部材に対して挿嵌部材を精度良く挿嵌させることができる部材接続装置を提供することを目的とする。 The present invention has been made by paying attention to such a problem, and an object of the present invention is to provide a member connecting device capable of accurately fitting an insertion member into a hole forming member.

前記課題を解決するために、本発明の部材接続装置は、
隣接するコンクリート製部材同士を接続する部材接続装置であって、
前記コンクリート製部材同士が対向する接続面と交差する前記コンクリート製部材の側面に、該側面に対して略直角に埋設してそれぞれ取り付けられ、長手方向一方端に開口部を有する孔形成部材と、
前記孔形成部材の前記開口部に挿嵌される挿嵌部材と、
前記隣接するコンクリート製部材にそれぞれ取り付けられた前記孔形成部材の前記開口部にそれぞれ挿嵌された前記挿嵌部材にそれぞれ係止される係止部を有する接続板と、を備え、
前記孔形成部材は、長手方向に貫通する筒部材により構成され、前記筒部材における長手方向一方端に前記開口部を有し、長手方向他方端の内周面が全周に亘り接合されて閉鎖されていることを特徴としている。
この特徴によれば、隣接する部材にそれぞれ取り付けられた孔形成部材の開口部にそれぞれ挿嵌された挿嵌部材に、接続板の係止部がそれぞれ係止されることで、隣接するコンクリート製部材同士が離間を防止された状態で接続される。また、孔形成部材が金属製の筒部材の長手方向他方端の内周面が全周に亘り接合されて構成されているため、孔形成部材をコンクリート製部材に埋設させる際において、硬化前のコンクリートミルクの孔形成部材の内部への侵入を阻止し、孔形成部材に対して挿嵌部材を精度良く挿入させることができ、ひいては部材接続装置によるコンクリート製部材同士を高い接続精度で接続することができる。
In order to solve the above problems, the member connecting device of the present invention is used.
A member connecting device that connects adjacent concrete members to each other.
A hole-forming member that is embedded and attached to the side surface of the concrete member that intersects the connecting surface where the concrete members face each other at a substantially right angle to the side surface and has an opening at one end in the longitudinal direction.
An insertion member to be inserted into the opening of the hole forming member, and
A connection plate having a locking portion that is respectively inserted into the opening of the hole-forming member attached to the adjacent concrete member and locked to the insertion member is provided.
The hole forming member is constituted by a cylindrical member extending longitudinally therethrough, having the opening in the one longitudinal end of the tubular member, the inner peripheral surface of the other longitudinal end is engaged Wataru reset the entire circumference It is characterized by being closed.
According to this feature, the locking portions of the connecting plates are locked to the fitting members inserted into the openings of the hole forming members attached to the adjacent members, respectively, thereby being made of adjacent concrete. The members are connected in a state where they are prevented from being separated from each other. Moreover, since the hole forming member is an inner peripheral surface of the other longitudinal end of the metallic tubular member is constructed is engaged Wataru reset the entire circumference, the hole forming member at the time to be embedded in the concrete member, curing It is possible to prevent the previous concrete milk from entering the inside of the hole-forming member, and the insertion member can be inserted into the hole-forming member with high accuracy, and by extension, the concrete members are connected to each other with high connection accuracy by the member connecting device. can do.

前記挿嵌部材は、長手方向一方側の外径が前記孔形成部材の開口部の内径と略同径に形成され、長手方向他方側の外径は、前記長手方向一方側の外径よりも小径に形成されていることを特徴としている。
この特徴によれば、挿嵌部材の長手方向他方側の外径が孔形成部材の開口部の内径よりも小径となるため、挿入を行いやすく、かつ長手方向一方側の外周面を孔形成部材の開口部の内周面に正確に保持させることができる。
The fitting member is formed so that the outer diameter on one side in the longitudinal direction is substantially the same as the inner diameter of the opening of the hole forming member, and the outer diameter on the other side in the longitudinal direction is larger than the outer diameter on one side in the longitudinal direction. It is characterized by being formed in a small diameter.
According to this feature, since the outer diameter of the fitting member on the other side in the longitudinal direction is smaller than the inner diameter of the opening of the hole forming member, it is easy to insert and the outer peripheral surface on one side in the longitudinal direction is the hole forming member. It can be accurately held on the inner peripheral surface of the opening.

前記孔形成部材を構成する長手方向に貫通する前記筒部材における長手方向他方端は、外側から押圧変形された変形部となっており、前記挿嵌部材の挿嵌時には、該挿嵌部材の長手方向他端部の先端部と前記変形部とが少なくとも一部当接することを特徴としている。
この特徴によれば、挿嵌部材の長手方向の先端部が変形部に当接することで、挿嵌部材と孔形成部材との当接箇所を増やし、挿嵌部材を正確に保持することができ、ひいては部材接続装置によるコンクリート製部材同士を高い接続精度で接続することができる。
The other end in the longitudinal direction of the tubular member that penetrates the hole-forming member in the longitudinal direction is a deformed portion that is pressed and deformed from the outside. It is characterized in that at least a part of the tip end portion of the other end portion in the direction and the deformed portion come into contact with each other.
According to this feature, the tip portion in the longitudinal direction of the fitting member abuts on the deformed portion, so that the number of contact points between the fitting member and the hole forming member can be increased and the fitting member can be accurately held. As a result, concrete members can be connected to each other with high connection accuracy by the member connecting device.

前記孔形成部材を構成する長手方向に貫通する前記筒部材における長手方向他方端は、外側から平板状に押圧変形され、前記長手方向他方端の内周面が全周に亘り互いに接合された平板部を構成していることを特徴としている。
この特徴によれば、平板部が孔形成部材のコンクリート製部材内における回転止めとして機能し、孔形成部材とコンクリート製部材との固定強度を高めることができる。
The other longitudinal end of said tubular member extending longitudinally therethrough constituting the hole forming member is pressed and deformed from the outside in the shape of a flat plate, the inner circumferential surface of the other longitudinal end is engaged against each other over the entire circumference It is characterized in that it constitutes a flat plate portion.
According to this feature, the flat plate portion functions as a rotation stopper in the concrete member of the hole forming member, and the fixing strength between the hole forming member and the concrete member can be increased.

前記孔形成部材を構成する長手方向に貫通する前記筒部材における長手方向他方端の前記平板部には、平板部を厚み方向に切断するスリットが形成されていることを特徴としている。
この特徴によれば、挿嵌部材の長手方向他端部の先端部と変形部とが一部当接した際に、平板部がスリットにより若干外側に拡開されるように変形し、孔形成部材の抜け止め効果を向上させることができる。
The tubular member that penetrates the hole-forming member in the longitudinal direction is characterized in that a slit that cuts the flat plate portion in the thickness direction is formed in the flat plate portion at the other end in the longitudinal direction.
According to this feature, when the tip of the other end of the fitting member in the longitudinal direction and the deformed portion partially come into contact with each other, the flat plate portion is deformed so as to be slightly expanded outward by the slit to form a hole. The effect of preventing the members from coming off can be improved.

実施例1における部材接続装置を示す正面図である。It is a front view which shows the member connection apparatus in Example 1. FIG. 孔形成部材を示す図であり、(a)は開口部側から見た矢視図であり、(b)は平板部側から見た矢視図である。It is a figure which shows the hole forming member, (a) is the arrow view seen from the opening side, and (b) is the arrow view seen from the flat plate part side. (a)は、孔形成部材を示す側断面図であり、(b)は、図3(a)のA‐A断面図であり、(c)は、図3(a)のB‐B断面図である。(A) is a side sectional view showing a hole forming member, (b) is a sectional view taken along the line AA of FIG. 3 (a), and (c) is a sectional view taken along the line BB of FIG. 3 (a). It is a figure. 挿嵌部材を示す斜視図である。It is a perspective view which shows the insertion member. 挿嵌部材を孔形成部材に仮固定した状態を示す図である。It is a figure which shows the state which the insertion member is temporarily fixed to a hole forming member. コンクリート製部材に孔形成部材を埋設した状態を示す図である。It is a figure which shows the state which the hole forming member is embedded in the concrete member. 挿嵌部材を孔形成部材に本固定した状態を示す図である。It is a figure which shows the state which the insertion member is finally fixed to the hole forming member. 接続治具を用いる余裕を持たせた状態で、挿嵌部材を孔形成部材に挿嵌させた状態を示す図である。It is a figure which shows the state which inserted the insertion member into a hole forming member with a margin to use a connection jig. 接続治具を用いてコンクリート製部材同士を近接せしめる前の状態を示す図である。It is a figure which shows the state before the concrete members are brought close to each other by using a connecting jig. 接続板が双方の挿嵌部材に係合した状態を示す図である。It is a figure which shows the state which the connection plate is engaged with both insertion members. (a)は、実施例2における孔形成部材を示す斜視図であり、(b)は、図11(a)のC‐C断面図である。(A) is a perspective view showing a hole forming member in Example 2, and (b) is a sectional view taken along the line CC of FIG. 11 (a). 孔形成部材の平板部が拡開された状態を示す図である。It is a figure which shows the state which the flat plate part of the hole forming member is expanded.

本発明に係る部材接続装置を実施するための形態を実施例に基づいて以下に説明する。 A mode for carrying out the member connecting device according to the present invention will be described below based on examples.

実施例1に係る部材接続装置につき、図1から図10を参照して説明する。 The member connecting device according to the first embodiment will be described with reference to FIGS. 1 to 10.

図1の符号1は、本発明の適用された部材接続装置である。部材接続装置1は、コンクリート製部材30,30’同士が対向する接続面30a,30a’とそれぞれ交差する側面30b,30b’の端部側に、これら側面30b,30b’に対して略直角に埋設してそれぞれ取り付けられる孔形成部材2,2’(図1参照)と、後述する各孔形成部材2の開口部2a(図2参照)にそれぞれ挿嵌される挿嵌部材3,3’と、挿嵌部材3,3’にそれぞれ係止される係止部4a,4bを有する接続板4と、を備えて構成されている。 Reference numeral 1 in FIG. 1 is a member connecting device to which the present invention is applied. The member connecting device 1 is provided on the end side of the side surfaces 30b and 30b'that intersect the connecting surfaces 30a and 30a'that the concrete members 30 and 30'face each other, respectively, at a substantially right angle to these side surfaces 30b and 30b'. Hole-forming members 2 and 2'(see FIG. 1) to be embedded and attached, and insertion members 3 and 3'to be inserted into the openings 2a (see FIG. 2) of each hole-forming member 2 described later. , A connecting plate 4 having locking portions 4a and 4b, which are locked to the fitting members 3 and 3', respectively.

図1に示されるように、接続板4は略方形状に形成され、一方の係止部4aは孔により構成され、他方の係止部4bは下方に開口する切欠きにより構成されている。また、接続板4の上端部には、手前側に突出する折曲片18が形成されており、この折曲片18により接続板4の強度が高められている。 As shown in FIG. 1, the connecting plate 4 is formed in a substantially rectangular shape, one locking portion 4a is formed by a hole, and the other locking portion 4b is formed by a notch that opens downward. Further, a bent piece 18 projecting toward the front side is formed at the upper end portion of the connecting plate 4, and the strength of the connecting plate 4 is enhanced by the bent piece 18.

図2(a)及び(b)に示されるように、孔形成部材2は、長手方向に貫通する略筒状の金属製の筒部材により構成され、金属製の筒部材における長手方向一方端に開口部2aを有し、長手方向他方端側はプレスにて潰されて平板部2fが形成されている。平板部2fにおいては、金属製の筒部材における端縁の内周面2bが全周に亘り接合されて閉鎖されている。また、金属製の筒部材における長手方向一方端には、可撓性を備える合成樹脂製の抜け止め片5が装着されている。 As shown in FIGS. 2A and 2B, the hole forming member 2 is composed of a substantially tubular metal tubular member penetrating in the longitudinal direction, and is formed at one end in the longitudinal direction of the metal tubular member. It has an opening 2a, and the other end side in the longitudinal direction is crushed by a press to form a flat plate portion 2f. In the flat plate portion 2f, the inner peripheral surface 2b of the end edge of the metallic tubular member is closed is engaged Wataru reset the entire circumference. Further, a flexible synthetic resin retaining piece 5 is attached to one end of the metal tubular member in the longitudinal direction.

図3(a)に示されるように、抜け止め片5は、開口部2aを端面2cから外周面2dに亘り覆う断面視略L字形状となっており、端面2c側の自由端部は開口部2aの内周面2eよりも内径方向に向かって延びる環状片6を形成している。 As shown in FIG. 3A, the retaining piece 5 has a substantially L-shaped cross-sectional view that covers the opening 2a from the end surface 2c to the outer peripheral surface 2d, and the free end portion on the end surface 2c side is an opening. An annular piece 6 extending in the inner diameter direction from the inner peripheral surface 2e of the portion 2a is formed.

また、図3(b)に示されるように、長手方向における一方側である開口部2a側の内周形状は、円杆状の挿嵌部材3の外周形状に沿う形状となっており(以下、この部分を円状部7という。)、長手方向他方端側は、図3(c)に示されるように、前述したようにプレスにて潰されているため、内部空間が変形されている(以下、この部分を変形部8という。)。 Further, as shown in FIG. 3B, the inner peripheral shape of the opening 2a side, which is one side in the longitudinal direction, is a shape that follows the outer peripheral shape of the circular rod-shaped fitting member 3 (hereinafter,). , This portion is referred to as a circular portion 7), and the other end side in the longitudinal direction is crushed by a press as described above as shown in FIG. 3C, so that the internal space is deformed. (Hereinafter, this portion is referred to as a deformed portion 8).

図4に示されるように、挿嵌部材3は、ボルト状をなしており、雄ねじが形成された胴部9とボルト頭10とにより構成されている。胴部9は、ボルト頭10側の第1胴部11と先端側の第2胴部12とを備え、第1胴部11の外径は第2胴部12の外径に比べて太径に形成されている。 As shown in FIG. 4, the fitting member 3 has a bolt shape, and is composed of a body portion 9 on which a male screw is formed and a bolt head 10. The body 9 includes a first body 11 on the bolt head 10 side and a second body 12 on the tip side, and the outer diameter of the first body 11 is larger than the outer diameter of the second body 12. Is formed in.

また、第1胴部11の外径は、孔形成部材2の環状片6の内径よりも太径となっており、第2胴部12の外径は、孔形成部材2の環状片6の内径よりも小径となっている。そのため、孔形成部材2に挿嵌部材3を挿入すると、第2胴部12は環状片6の内側を通って、孔形成部材2内にスムーズに挿入されるが、第1胴部11は環状片6に当接して挿入し難くなっており、図5に示されるように、後述する本固定を行う前の段階では、第1胴部11の一部が突出状態で仮固定される。これによれば、挿嵌部材3を孔形成部材2に対して軸合わせすることができ、続く挿入作業を容易に行うことができる。 Further, the outer diameter of the first body portion 11 is larger than the inner diameter of the annular piece 6 of the hole forming member 2, and the outer diameter of the second body portion 12 is the annular piece 6 of the hole forming member 2. The diameter is smaller than the inner diameter. Therefore, when the insertion member 3 is inserted into the hole forming member 2, the second body portion 12 passes through the inside of the annular piece 6 and is smoothly inserted into the hole forming member 2, but the first body portion 11 is annular. It comes into contact with the piece 6 and is difficult to insert, and as shown in FIG. 5, a part of the first body portion 11 is temporarily fixed in a protruding state at a stage before the main fixing described later. According to this, the insertion member 3 can be aligned with the hole forming member 2, and the subsequent insertion work can be easily performed.

続いて、部材接続装置1を用いて隣接するコンクリート製部材30,30’同士を接続する態様について図6から図10を用いて説明する。 Subsequently, a mode in which adjacent concrete members 30, 30'are connected to each other by using the member connecting device 1 will be described with reference to FIGS. 6 to 10.

孔形成部材2は、コンクリート製部材30の製造段階において、硬化前のコンクリートミルク内の所定位置に予め配置され、開口部2a及び抜け止め片5が外部に露出した状態で埋設される(図6参照)。このとき、孔形成部材2は、金属製の筒部材の長手方向他方端の平板部2fにおいて内周面2bが全周に亘り互いに接合されて構成されているため、硬化前のコンクリートミルクの孔形成部材2の内部への侵入を阻止することができる。 The hole forming member 2 is arranged in advance at a predetermined position in the concrete milk before hardening in the manufacturing stage of the concrete member 30, and is buried in a state where the opening 2a and the retaining piece 5 are exposed to the outside (FIG. 6). reference). At this time, the hole forming member 2, since the inner circumferential surface 2b is formed is engaged against each other over the entire circumference at the flat plate portion 2f of the other longitudinal end of the metallic tubular members, prior to curing the concrete milk It is possible to prevent the hole forming member 2 from invading the inside of the hole forming member 2.

また、孔形成部材2は、図6に示されるように、平板部2fがコンクリート製部材30の対向面30aと略平行となるようにコンクリート製部材30内に埋設される。これによれば、後述するコンクリート製部材30とコンクリート製部材30’とを近接せしめる近接作業において、孔形成部材2に作用する力を平板部2fの面で受けることができ、孔形成部材2を補助的に抜け止めさせることができる。 Further, as shown in FIG. 6, the hole forming member 2 is embedded in the concrete member 30 so that the flat plate portion 2f is substantially parallel to the facing surface 30a of the concrete member 30. According to this, in the proximity work in which the concrete member 30 and the concrete member 30'described later are brought close to each other, the force acting on the hole forming member 2 can be received on the surface of the flat plate portion 2f, and the hole forming member 2 can be received. It can be auxiliaryly prevented from coming off.

続いて、ここでは図示しないが、形成されたコンクリート製部材30をクレーン等で吊り上げ、接続すべき設置箇所まで移送し、既に設置してあるコンクリート製部材30’の接続面30a’に対して、吊り上げたコンクリート製部材30の接続面30aを対向させた状態で仮置きする。 Subsequently, although not shown here, the formed concrete member 30 is lifted by a crane or the like, transferred to an installation location to be connected, and with respect to the connection surface 30a'of the already installed concrete member 30'. Temporarily place the lifted concrete member 30 with the connection surfaces 30a facing each other.

次いで、挿嵌部材3を各孔形成部材2に挿入する。図1に示されるように、接続板4の一方の係止部4aは孔により構成されているため、予め係止部4aを孔形成部材2に合わせた状態とし、係止部4aを介して挿嵌部材3を孔形成部材2に挿入し、接続板4を一方のコンクリート製部材30側の孔形成部材2に軸支させた状態とする。 Next, the insertion member 3 is inserted into each hole forming member 2. As shown in FIG. 1, since one locking portion 4a of the connecting plate 4 is composed of holes, the locking portion 4a is previously aligned with the hole forming member 2 and is interposed through the locking portion 4a. The insertion member 3 is inserted into the hole forming member 2, and the connecting plate 4 is pivotally supported by the hole forming member 2 on the one side of the concrete member 30.

また、図7に示されるように、第1胴部11の外径は孔形成部材2の円状部7の内径と略同径に形成されている。また、第2胴部12は、第1胴部11との境界である基端部から先端側に向かって先細り状に形成されており、第2胴部12の一部が変形部8の一部と当接する外径寸法となっている。 Further, as shown in FIG. 7, the outer diameter of the first body portion 11 is formed to be substantially the same as the inner diameter of the circular portion 7 of the hole forming member 2. Further, the second body portion 12 is formed in a tapered shape from the base end portion, which is the boundary with the first body portion 11, toward the tip end side, and a part of the second body portion 12 is one of the deformed portions 8. It has an outer diameter that comes into contact with the part.

また、第1胴部11の長手方向における寸法は、抜け止め片5に一方面が当接した接続板4の他方面に挿嵌部材3のボルト頭10が当接した状態まで挿嵌部材3が孔形成部材2に挿入された状態で、円状部7内に第1胴部11が収まる寸法となっている。一方、第2胴部12の長手方向における寸法は、同様に抜け止め片5に一方面が当接した接続板4の他方面に挿嵌部材3のボルト頭10が当接した状態まで挿嵌部材3が孔形成部材2に挿入された状態で、第2胴部12の一部が変形部8の一部と当接する寸法となっている。 Further, the dimension of the first body portion 11 in the longitudinal direction is such that the insertion member 3 is in a state where the bolt head 10 of the insertion member 3 is in contact with the other surface of the connection plate 4 in which one surface is in contact with the retaining piece 5. Is sized so that the first body portion 11 fits within the circular portion 7 in a state where the head is inserted into the hole forming member 2. On the other hand, the dimensions of the second body portion 12 in the longitudinal direction are similarly inserted until the bolt head 10 of the fitting member 3 is in contact with the other surface of the connection plate 4 in which one surface is in contact with the retaining piece 5. The size is such that a part of the second body portion 12 comes into contact with a part of the deformed portion 8 in a state where the member 3 is inserted into the hole forming member 2.

挿嵌部材3は、まず孔形成部材2に対して第1胴部11の一部が突出した仮固定の状態とし、次いでボルト頭10をハンマー等で叩く若しくはスパナにて回転させる等の外力により挿入を進める(本固定)。この外力により挿嵌部材3の第1胴部11の複数のネジ山が環状片6を超え、第1胴部11が孔形成部材2の円状部7に離脱不能に挿嵌される(図8参照)。 The insertion member 3 is first temporarily fixed to the hole forming member 2 with a part of the first body portion 11 protruding, and then by an external force such as hitting the bolt head 10 with a hammer or rotating it with a spanner. Proceed with insertion (fixed). Due to this external force, a plurality of threads of the first body portion 11 of the fitting member 3 exceed the annular piece 6, and the first body portion 11 is irremovably inserted into the circular portion 7 of the hole forming member 2 (FIG. 8).

尚、本固定では、図8に示されるように、抜け止め片5に一方面が当接した接続板4の他方面とボルト頭10との間に、後述する接続治具13(図9参照)の厚みを残した状態まで挿嵌部材3を孔形成部材2に挿入した状態とし、このとき、第2胴部12は変形部8に当接していない状態となっている。 In this fixing, as shown in FIG. 8, a connection jig 13 (see FIG. 9), which will be described later, is located between the other surface of the connection plate 4 in which one surface is in contact with the retaining piece 5 and the bolt head 10. The insertion member 3 is inserted into the hole forming member 2 until the thickness of) is left, and at this time, the second body portion 12 is not in contact with the deformed portion 8.

コンクリート製部材30とコンクリート製部材30’との接続作業では、図1に示されるように、まず一方のコンクリート製部材30側の挿嵌部材3に軸支させた接続板4の係止部4b側の端部における下面4cを、他方のコンクリート製部材30’側の挿嵌部材3’に支持させる(仮架設状態)。 In the connection work between the concrete member 30 and the concrete member 30', as shown in FIG. 1, first, the locking portion 4b of the connection plate 4 pivotally supported by the insertion member 3 on the one side of the concrete member 30 side. The lower surface 4c at the end on the side is supported by the fitting member 3'on the other concrete member 30'(temporary erection state).

続いて、接続治具13(図9参照)を用いて挿嵌部材3と挿嵌部材3’とを介してコンクリート製部材30とコンクリート製部材30’とを近接せしめる近接作業を行う。 Subsequently, the connection jig 13 (see FIG. 9) is used to perform a proximity operation in which the concrete member 30 and the concrete member 30'are brought close to each other via the insertion member 3 and the insertion member 3'.

ここで、接続治具13の構成につき説明する。図9に示されるように、接続治具13は治具本体14と、作動板15と、操作棒16とを有して構成されている。治具本体14は略長方形状をなし、その長手方向の一端側には、一方のコンクリート製部材30側の挿嵌部材3に係止される凹溝状の係止部14aが形成され、他端側には作動板15の一端を回動可能に軸支する軸支部14bが形成されている。 Here, the configuration of the connection jig 13 will be described. As shown in FIG. 9, the connecting jig 13 includes a jig main body 14, an operating plate 15, and an operating rod 16. The jig body 14 has a substantially rectangular shape, and a concave groove-shaped locking portion 14a that is locked to the fitting member 3 on the one side of the concrete member 30 is formed on one end side in the longitudinal direction thereof. A shaft support portion 14b that rotatably supports one end of the operating plate 15 is formed on the end side.

作動板15は図示するように、長方形状をなし、操作棒16と固着されている。また、長手方向一端側は治具本体14の他端と回転可能に軸支され、他端側には長手方向他端側に開放し、他方のコンクリート製部材30’側の挿嵌部材3’に係合する掛合凹部17が形成されている。 As shown in the figure, the operating plate 15 has a rectangular shape and is fixed to the operating rod 16. Further, one end side in the longitudinal direction is rotatably supported with the other end of the jig body 14, and the other end side is opened to the other end side in the longitudinal direction, and the other fitting member 3'on the concrete member 30'side. A hooking recess 17 that engages with is formed.

近接作業の説明に戻る。まず、図9に示すように、治具本体14の係止部14aに一方のコンクリート製部材30側の挿嵌部材3を係止させる。次いで作動板15の掛合凹部17に他方のコンクリート製部材30’側の挿嵌部材3’を係合させる。そして、この状態で操作棒16を下方に回転させる(図9では図に向かって時計回りに回転させる)。 Return to the explanation of proximity work. First, as shown in FIG. 9, the fitting member 3 on the one side of the concrete member 30 is locked to the locking portion 14a of the jig main body 14. Next, the fitting member 3'on the other concrete member 30'side is engaged with the engaging recess 17 of the operating plate 15. Then, in this state, the operation rod 16 is rotated downward (in FIG. 9, it is rotated clockwise toward the figure).

これにより、作動板15は掛合凹部17と挿嵌部材3’との掛合部を回転軸として回転し、その結果、治具本体14は他方のコンクリート製部材30’側の挿嵌部材3’方向に引っ張られ、挿嵌部材3と挿嵌部材3’とが近接せしめられる。 As a result, the operating plate 15 rotates about the engaging portion between the engaging recess 17 and the fitting member 3'as a rotation axis, and as a result, the jig body 14 moves in the direction of the fitting member 3'on the other concrete member 30'side. The insertion member 3 and the insertion member 3'are brought close to each other.

そして、挿嵌部材3と挿嵌部材3’との距離が接続板4の係止部4aと係止部4bとの距離と一致するまで挿嵌部材3と挿嵌部材3’とが近接せしめられると、一方のコンクリート製部材30側の挿嵌部材3を回転軸として、接続板4が自重により下方に回転し、図10に示されるように、係止部4bが他方のコンクリート製部材30’側の挿嵌部材3’に係合される。その結果コンクリート製部材30,30’が接続される。尚、折曲片18をハンマー等で叩くことで、係止部4bをコンクリート製部材30’側の挿嵌部材3’に増し固定することもできる。 Then, the insertion member 3 and the insertion member 3'are brought close to each other until the distance between the insertion member 3 and the insertion member 3'matches the distance between the locking portion 4a and the locking portion 4b of the connecting plate 4. Then, the connecting plate 4 rotates downward due to its own weight with the fitting member 3 on the one side of the concrete member 30 as the rotation axis, and as shown in FIG. 10, the locking portion 4b is the other concrete member 30. Engage with the'side fitting member 3'. As a result, the concrete members 30, 30'are connected. By hitting the bent piece 18 with a hammer or the like, the locking portion 4b can be increased and fixed to the fitting member 3'on the concrete member 30'side.

尚、隣接するコンクリート製部材30,30’の接続面30a,30a’の間には弾性を有するパッキング材19が介在されており、コンクリート製部材30,30’の接続の際、パッキング材19が挟圧されてより密着性の高い接続が得られることになる。 An elastic packing material 19 is interposed between the connecting surfaces 30a and 30a'of the adjacent concrete members 30 and 30', and the packing material 19 is connected when the concrete members 30 and 30'are connected. It will be pinched and a connection with higher adhesion will be obtained.

接続板4によりコンクリート製部材30,30’を完全に繋いだ後、接続治具13を外して近接作業は終了する。 After the concrete members 30 and 30'are completely connected by the connecting plate 4, the connecting jig 13 is removed and the proximity work is completed.

最後に、ボルト頭10をハンマー等で叩く若しくはスパナにて回転させる等の外力により、抜け止め片5に一方面が当接した接続板4の他方面とボルト頭10とが当接するまで挿嵌部材3の孔形成部材2への挿入を進める増し固定作業を行う。これにより、第2胴部12が変形部8に一部圧接された状態となり、孔形成部材2と挿嵌部材3との固定強度を高めることができる。 Finally, by an external force such as hitting the bolt head 10 with a hammer or rotating it with a spanner, the bolt head 10 is inserted until the other surface of the connection plate 4 with one surface of the retaining piece 5 abuts with the bolt head 10. Further fixing work is performed to advance the insertion of the member 3 into the hole forming member 2. As a result, the second body portion 12 is partially pressed against the deformed portion 8, and the fixing strength between the hole forming member 2 and the fitting member 3 can be increased.

次に、実施例2に係る部材接続装置につき、図11と図12とを参照して説明する。尚、前記実施例と同一構成で重複する構成の説明を省略する。 Next, the member connecting device according to the second embodiment will be described with reference to FIGS. 11 and 12. It should be noted that the description of the same configuration as that of the above embodiment and the overlapping configuration will be omitted.

図11(a)に示されるように、孔形成部材20の平板部20fには、スリット21が形成されている。スリット21は、プレス加工にて切断されて形成されており、図11(b)に示されるように、自然状態では、スリット21を構成し対向する切断面20a,20a同士が当接し、孔形成部材20の平板部20f側が略密閉された状態となっている。 As shown in FIG. 11A, a slit 21 is formed in the flat plate portion 20f of the hole forming member 20. The slit 21 is formed by being cut by press working, and as shown in FIG. 11B, in a natural state, the slits 21 are formed and the cut surfaces 20a and 20a facing each other are in contact with each other to form a hole. The flat plate portion 20f side of the member 20 is in a substantially sealed state.

また、ここでは詳述しないが、本実施例において挿嵌部材3は、前述した増し固定作業時には、挿嵌部材3の第2胴部12の先端部が変形部8(図7参照)に圧接された状態となり、平板部20fを構成する内周面2b,2b同士が離間するように平板部20fが拡開されるような孔形成部材20との寸法関係となっている。そのため、図12に示されるように、平板部20fの拡開に伴い、スリット21を構成し対向する切断面20a,20a同士が離間するようにスリット21もまた拡開される。 Further, although not described in detail here, in the present embodiment, the tip portion of the second body portion 12 of the fitting member 3 is pressure-welded to the deformed portion 8 (see FIG. 7) during the above-mentioned additional fixing operation. It is in a dimensional relationship with the hole forming member 20 such that the flat plate portion 20f is expanded so that the inner peripheral surfaces 2b and 2b constituting the flat plate portion 20f are separated from each other. Therefore, as shown in FIG. 12, as the flat plate portion 20f is expanded, the slit 21 is also expanded so as to form the slit 21 so that the opposing cut surfaces 20a and 20a are separated from each other.

これによれば、平板部20fを構成する部位が埋設されたコンクリート製部材30の内部に食付き、孔形成部材20のコンクリート製部材30に対する抜け止め効果を向上させることができる。尚、コンクリートミルクの侵入を確実に防止するために、スリット21に代えて、表裏に貫通しない溝状の切込とし、挿嵌部材3の挿入に伴い切込を切っ掛けにして平板部20fが拡開される構成としてもよい。 According to this, the portion forming the flat plate portion 20f bites into the embedded concrete member 30, and the effect of the hole forming member 20 on the concrete member 30 can be improved. In addition, in order to surely prevent the intrusion of concrete milk, instead of the slit 21, a groove-shaped notch that does not penetrate the front and back is made, and the notch is used as a trigger when the insertion member 3 is inserted to expand the flat plate portion 20f. It may be an open configuration.

以上、本発明の実施例を図面により説明してきたが、具体的な構成はこれら実施例に限られるものではなく、本発明の要旨を逸脱しない範囲における変更や追加があっても本発明に含まれる。 Although examples of the present invention have been described above with reference to the drawings, the specific configuration is not limited to these examples, and any changes or additions within the scope of the gist of the present invention are included in the present invention. Is done.

例えば、孔形成部材2の開口部2aの反対側の端部は、コンクリートミルクが侵入しないように略密閉された状態とできれば、正円形状でなければ平板状に限らず、例えば略三角形や略星型等であってもよい。 For example, the end of the hole forming member 2 on the opposite side of the opening 2a is not limited to a flat plate unless it has a perfect circular shape, if it can be kept substantially sealed so that concrete milk does not enter, for example, a substantially triangular shape or abbreviated. It may be star-shaped or the like.

また、挿嵌部材3は、略円筒形状の金属製の筒部材から構成されるものに限らず、例えば略矩形状の筒部材から構成されていてもよく、この場合、孔形成部材2の開口部2a側における内周形状は挿嵌部材3の外周形状に対応した形状とすることで、上述した効果を同様に奏することができる。 Further, the fitting member 3 is not limited to the one made of a metal tubular member having a substantially cylindrical shape, and may be made of, for example, a substantially rectangular tubular member. In this case, the opening of the hole forming member 2 By making the inner peripheral shape on the portion 2a side correspond to the outer peripheral shape of the fitting member 3, the above-mentioned effect can be similarly obtained.

また、挿嵌部材3と孔形成部材2とが離脱不能に挿嵌される構成であれば、挿嵌部材3の胴部には雄ねじが形成されていなくてもよい。 Further, as long as the fitting member 3 and the hole forming member 2 are inserted so as not to be detached, the male screw may not be formed on the body portion of the fitting member 3.

また、挿嵌部材3の胴部は、ボルト頭10側の外径と先端側の外径とが同径であってもよい。この場合、仮固定時における挿入効率は下がるものの、増し固定時における挿嵌部材3の先端部と変形部8との圧接時の応力が増大する。 Further, the body portion of the fitting member 3 may have the same outer diameter on the bolt head 10 side and the outer diameter on the tip side. In this case, although the insertion efficiency at the time of temporary fixing is lowered, the stress at the time of pressure contact between the tip portion of the inserting member 3 and the deformed portion 8 at the time of additional fixing is increased.

また、前記実施例において挿嵌部材3の第2胴部12は、第1胴部11との境界である基端部から先端側に向かって先細り状に形成される構成で説明したが、これに限らず、第1胴部11の外径よりも小径の一定の外径寸法で構成されていてもよい。 Further, in the above embodiment, the second body portion 12 of the fitting member 3 has been described with a configuration in which the second body portion 12 is formed in a tapered shape from the base end portion, which is the boundary with the first body portion 11, toward the tip end side. However, it may be configured with a constant outer diameter dimension smaller than the outer diameter of the first body portion 11.

また、前記実施例において挿嵌部材3の第2胴部12の外径は、孔形成部材2の環状片6の内径よりも小径となっている構成で説明したが、これに限らず、孔形成部材2の環状片6の内径を第2胴部12の少なくとも一部の外径をよりも小径とすることで、第1胴部11が環状片6に挿入される前の状態において、挿嵌部材3を孔形成部材2に対して軸合わせされた状態に仮保持させることができる。 Further, in the above embodiment, the outer diameter of the second body portion 12 of the insertion member 3 has been described as being smaller than the inner diameter of the annular piece 6 of the hole forming member 2, but the present invention is not limited to this. By making the inner diameter of the annular piece 6 of the forming member 2 smaller than the outer diameter of at least a part of the second body portion 12, the first body portion 11 is inserted in the state before being inserted into the annular piece 6. The fitting member 3 can be temporarily held in a state of being axially aligned with the hole forming member 2.

1 部材接続装置
2 孔形成部材
2a 開口部
2b 内周面
2f 平板部
3 挿嵌部材
4 接続板
5 抜け止め片
6 環状片
7 円状部
8 変形部
9 胴部
10 ボルト頭
11 第1胴部
12 第2胴部
13 接続治具
19 パッキング材
20 孔形成部材
20a 切断面
20f 平板部
21 スリット
30 コンクリート製部材
30a 接続面
30b 側面
1 Member connection device 2 Hole forming member 2a Opening 2b Inner peripheral surface 2f Flat plate part 3 Inserting member 4 Connection plate 5 Retaining piece 6 Circular piece 7 Circular part 8 Deformed part 9 Body part 10 Bolt head 11 First body part 12 Second body 13 Connection jig 19 Packing material 20 Hole forming member 20a Cut surface 20f Flat plate part 21 Slit 30 Concrete member 30a Connection surface 30b Side surface

Claims (5)

隣接するコンクリート製部材同士を接続する部材接続装置であって、
前記コンクリート製部材同士が対向する接続面と交差する前記コンクリート製部材の側面に、該側面に対して略直角に埋設してそれぞれ取り付けられ、長手方向一方端に開口部を有する孔形成部材と、
前記孔形成部材の前記開口部に挿嵌される挿嵌部材と、
前記隣接するコンクリート製部材にそれぞれ取り付けられた前記孔形成部材の前記開口部にそれぞれ挿嵌された前記挿嵌部材にそれぞれ係止される係止部を有する接続板と、を備え、
前記孔形成部材は、長手方向に貫通する筒部材により構成され、前記筒部材における長手方向一方端に前記開口部を有し、長手方向他方端の内周面が全周に亘り接合されて閉鎖されていることを特徴とする部材接続装置。
A member connecting device that connects adjacent concrete members to each other.
A hole-forming member that is embedded and attached to the side surface of the concrete member that intersects the connecting surface where the concrete members face each other at a substantially right angle to the side surface and has an opening at one end in the longitudinal direction.
An insertion member to be inserted into the opening of the hole forming member, and
A connection plate having a locking portion that is respectively inserted into the opening of the hole-forming member attached to the adjacent concrete member and locked to the insertion member is provided.
The hole forming member is constituted by a cylindrical member extending longitudinally therethrough, having the opening in the one longitudinal end of the tubular member, the inner peripheral surface of the other longitudinal end is engaged Wataru reset the entire circumference A member connecting device characterized by being closed.
前記挿嵌部材は、長手方向一方側の外径が前記孔形成部材の開口部の内径と略同径に形成され、長手方向他方側の外径は、前記長手方向一方側の外径よりも小径に形成されていることを特徴とする請求項1に記載の部材接続装置。 The fitting member is formed so that the outer diameter on one side in the longitudinal direction is substantially the same as the inner diameter of the opening of the hole forming member, and the outer diameter on the other side in the longitudinal direction is larger than the outer diameter on one side in the longitudinal direction. The member connecting device according to claim 1, wherein the member connecting device is formed to have a small diameter. 前記孔形成部材を構成する長手方向に貫通する前記筒部材における長手方向他方端は、外側から押圧変形された変形部となっており、前記挿嵌部材の挿嵌時には、該挿嵌部材の長手方向他端部の先端部と前記変形部とが少なくとも一部当接することを特徴とする請求項1または2に記載の部材接続装置。 The other end in the longitudinal direction of the tubular member that penetrates the hole-forming member in the longitudinal direction is a deformed portion that is pressed and deformed from the outside. The member connecting device according to claim 1 or 2, wherein the tip end portion of the other end portion in the direction and the deformed portion come into contact with each other at least in part. 前記孔形成部材を構成する長手方向に貫通する前記筒部材における長手方向他方端は、外側から平板状に押圧変形され、前記長手方向他方端の内周面が全周に亘り互いに接合された平板部を構成していることを特徴とする請求項3に記載の部材接続装置。 The other longitudinal end of said tubular member extending longitudinally therethrough constituting the hole forming member is pressed and deformed from the outside in the shape of a flat plate, the inner circumferential surface of the other longitudinal end is engaged against each other over the entire circumference The member connecting device according to claim 3, wherein the flat plate portion is formed. 前記孔形成部材を構成する長手方向に貫通する前記筒部材における長手方向他方端の前記平板部には、平板部を厚み方向に切断するスリットが形成されていることを特徴とする請求項4に記載の部材接続装置。 4. The fourth aspect of the present invention is characterized in that a slit for cutting the flat plate portion in the thickness direction is formed in the flat plate portion at the other end in the longitudinal direction of the tubular member that penetrates the hole forming member in the longitudinal direction. The member connecting device according to the description.
JP2017228002A 2017-11-28 2017-11-28 Member connection device Active JP6837417B2 (en)

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