JP6906029B2 - Connecting tool for concrete members - Google Patents
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- JP6906029B2 JP6906029B2 JP2019188310A JP2019188310A JP6906029B2 JP 6906029 B2 JP6906029 B2 JP 6906029B2 JP 2019188310 A JP2019188310 A JP 2019188310A JP 2019188310 A JP2019188310 A JP 2019188310A JP 6906029 B2 JP6906029 B2 JP 6906029B2
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Description
この発明は、2つのコンクリート部材に埋設されて両コンクリート部材どうしの連結や引き寄せ、あるいは両コンクリート部材どうしの打ち継ぎに用いられるコンクリート部材用連結具に関する。 The present invention relates to a connecting tool for a concrete member, which is embedded in two concrete members and used for connecting or attracting the two concrete members or joining the two concrete members.
この明細書および特許請求の範囲において、コンクリート部材用連結具がコンクリート部材に埋設された際にコンクリート部材の連結面側に来る側(図3の下側)を前、コンクリート部材の内方に来る側(図3の上側)を後というものとする。 Within the scope of this specification and claims, when the connecting tool for a concrete member is embedded in the concrete member, the side that comes to the connecting surface side of the concrete member (lower side of FIG. 3) comes to the front and the inside of the concrete member. The side (upper side in FIG. 3) is referred to as the rear.
この種のコンクリート部材用連結具として、前端面に連結端面が形成されている連結具本体と、連結具本体に固定されて後方に延びるアンカー部材とからなり、連結具本体に、前後方向に延びるとともに前後両端が連結具本体の前後両端面に開口したボルト挿通穴が形成されており、連結具本体が、平板に曲げ加工を施すことにより形成された2枚のプレートが、幅方向を前後方向に向けた状態で長手方向両端部が相互に結合されることにより形成されており、両プレートの前側面が連結具本体の前端面となるとともに連結具本体の前端面の全体に連結端面が形成され、両プレート間にボルト挿通穴が形成され、アンカー部材が連結具本体の両プレートの長手方向両端部に溶接されたものが知られている(特許文献1参照)。 This type of connecting tool for concrete members includes a connecting tool body having a connecting end face formed on the front end surface and an anchor member fixed to the connecting tool body and extending rearward, and extends in the front-rear direction to the connecting tool body. At the same time, both front and rear ends are formed with bolt insertion holes opened on both front and rear surfaces of the connector body, and the connector body is formed by bending a flat plate to form two plates in the width direction in the front-rear direction. It is formed by connecting both ends in the longitudinal direction to each other in a state facing toward, and the front side surfaces of both plates serve as the front end faces of the connecting tool body and the connecting end faces are formed on the entire front end face of the connecting tool body. It is known that a bolt insertion hole is formed between both plates, and anchor members are welded to both ends of both plates of the connector body in the longitudinal direction (see Patent Document 1).
特許文献1記載の連結具を用いた2つのコンクリート部材の連結や引き寄せ、または打ち継ぎは、連結具を、連結具本体の連結端面がコンクリート部材の連結面に露出するようにコンクリート部材中に埋設し、各コンクリート部材における連結具本体よりもコンクリート部材内方に形成された作業用空間を利用し、両連結具の連結具本体のボルト挿通穴に通された連結ボルトにナットをねじ嵌めることによって行われる。
In connecting, pulling, or joining two concrete members using the connecting tool described in
しかしながら、特許文献1記載の連結具の場合、連結具本体の強軸方向で荷重を受けることになり、弱軸方向にはらみ出して横座屈が生じるおそれがある。
However, in the case of the connector described in
この発明の目的は、上記問題を解決し、耐横座屈性が向上したコンクリート部材用連結具を提供することにある。 An object of the present invention is to solve the above problems and to provide a connecting tool for a concrete member having improved lateral buckling resistance.
本発明は、上記目的を達成するために以下の態様からなる。 The present invention comprises the following aspects in order to achieve the above object.
1)前端面に連結端面が形成されている連結具本体と、連結具本体に固定されて後方に延びるアンカー部材とからなり、連結具本体に、前後方向に延びるとともに前後両端が連結具本体の前後両端面に開口したボルト挿通穴が形成されており、連結具本体の連結端面がコンクリート部材の連結面に露出するようにコンクリート部材中に埋設された状態で用いられるコンクリート部材用連結具において、
連結具本体が、幅方向を前後方向に向けた状態で相互に固定状とされた2つのプレート部からなり、連結具本体の両プレート部間にボルト挿通穴が形成され、各プレート部における他のプレート部とは反対側を向いた面の前後両側縁部に、それぞれ他のプレート部側とは反対側に突出した補強リブが全長にわたって一体に設けられているコンクリート部材用連結具。
1) It consists of a connecting end face having a connecting end face formed on the front end surface and an anchor member fixed to the connecting body and extending rearward. In a concrete member connector used in a state where bolt insertion holes are formed on both front and rear end surfaces and are embedded in the concrete member so that the connecting end surface of the connecting tool body is exposed on the connecting surface of the concrete member.
The connector body consists of two plate parts that are fixed to each other with the width direction facing the front-back direction, and bolt insertion holes are formed between both plate parts of the connector body. A connecting tool for concrete members in which reinforcing ribs projecting to the opposite side of the other plate portion are integrally provided over the entire length on the front and rear side edges of the surface facing the opposite side of the plate portion.
2)両プレート部の前側面および前側補強リブの前側面が連結具本体の前端面となり、連結具本体の前端面の少なくとも一部に連結端面が形成されている上記1)記載のコンクリート部材用連結具。 2) For the concrete member according to 1) above, the front side surface of both plate portions and the front side surface of the front reinforcing rib are the front end faces of the connecting tool body, and the connecting end face is formed at least a part of the front end face of the connecting tool body. Connector.
3)連結具本体の各プレート部が、長手方向に間隔をおいて設けられた2つの平板状部と、両平板状部の間に設けられかつボルト挿通穴の半部を形成する屈曲板状部とを備えており、両プレート部の平板状部どうしが積層状態となっている上記1)または2)記載のコンクリート部材用連結具。 3) Each plate portion of the connecting tool body is provided between two flat plate-shaped portions provided at intervals in the longitudinal direction and a bent plate-shaped portion provided between the two flat plate-shaped portions and forming a half portion of the bolt insertion hole. The connecting tool for concrete members according to 1) or 2) above, which is provided with a portion and the flat plate-shaped portions of both plate portions are in a laminated state.
4)連結具本体が、別個に形成されかつ各プレート部となる2つの板状体を相互に接合することにより構成されており、各板状体が、前後両補強リブ、両平板状部および屈曲板状部を有し、各板状体の一方の平板状部に貫通穴が形成されるとともに他方の平板状部に突起が形成され、各板状体の貫通穴に他方の板状体の突起が嵌め入れられて平板状部どうしが積層された状態で両板状体が接合されている上記3)記載のコンクリート部材用連結具。 4) The connecting tool main body is formed by joining two plate-shaped bodies that are separately formed and become each plate portion to each other, and each plate-shaped body has both front and rear reinforcing ribs, both flat plate-shaped portions and It has a bent plate-shaped portion, a through hole is formed in one flat plate-shaped portion of each plate-shaped body, and a protrusion is formed in the other flat plate-shaped portion, and the other plate-shaped body is formed in the through hole of each plate-shaped body. The connecting tool for concrete members according to 3) above, in which both plate-like bodies are joined in a state where the protrusions of the above are fitted and the flat plates are laminated.
5)連結具本体の両プレート部となる2つの板状体が同一形状であり、前方から見てボルト挿通穴の前後方向に延びる中心線を対称軸とする2回回転対称となっている上記4)記載のコンクリート部材用連結具。 5) The two plate-like bodies that form both plates of the connector body have the same shape, and are rotationally symmetric twice with the center line extending in the front-rear direction of the bolt insertion hole as the axis of symmetry when viewed from the front. 4) The connecting tool for concrete members described.
上記1)〜5)のコンクリート部材用連結具を用いてコンクリート部材どうしの連結や引き寄せ、あるいはコンクリート部材どうしの打ち継ぎを行う際には、コンクリート部材用連結具を、連結具本体の連結端面が各コンクリート部材の連結面に露出するようにコンクリート部材中に埋設し、各コンクリート部材における連結具本体よりも後側に形成された作業用空間を利用し、両連結具の連結具本体のボルト挿通穴に通された連結ボルトにナットをねじ嵌めることによって、両連結具に互いに引き寄せる力を作用させることにより行われる。そして、上記1)〜5)のコンクリート部材用連結具によれば、連結具本体が、幅方向を前後方向に向けた状態で相互に固定状とされた2つのプレート部からなり、連結具本体の両プレート部間にボルト挿通穴が形成され、各プレート部における他のプレート部とは反対側を向いた面の前後両側縁部に、それぞれ他のプレート部側とは反対側に突出した補強リブが全長にわたって一体に設けられているので、連結具本体の強軸方向で荷重を受けることになっても、補強リブの働きによって、連結具本体の弱軸方向にはらみ出す横座屈に抵抗する断面が大きく増えることになり、その結果耐横座屈性が向上する。 When connecting or pulling concrete members together using the concrete member connecting tools 1) to 5) above, or connecting concrete members to each other, the connecting end face of the connecting tool body should be attached to the concrete member connecting tool. It is embedded in the concrete member so as to be exposed on the connecting surface of each concrete member, and the work space formed on the rear side of the connecting tool main body of each concrete member is used to insert the bolt of the connecting tool main body of both connecting tools. This is done by screwing a nut into the connecting bolt that has been passed through the hole and applying a force that attracts each other to both connecting tools. Then, according to the connecting tools for concrete members 1) to 5) above, the connecting tool main body is composed of two plate portions fixed to each other with the width direction facing the front-rear direction, and the connecting tool main body is formed. Bolt insertion holes are formed between both plates, and reinforcements on both front and rear edges of each plate facing the opposite side of the other plate project to the opposite side of the other plate. Since the ribs are integrally provided over the entire length, even if a load is applied in the strong axial direction of the connector body, the reinforcing ribs work to resist lateral buckling that protrudes in the weak axial direction of the connector body. The cross section is greatly increased, and as a result, the lateral buckling resistance is improved.
上記4)のコンクリート部材用連結具によれば、2つの板状体を接合して連結具本体をつくる際に、両板状体の位置決めを簡単かつ確実に行うことができ、その結果連結具本体を含むコンクリート部材用連結具の製造作業が容易になる。 According to the connecting tool for concrete members in 4) above, when two plate-shaped bodies are joined to form a connecting tool body, both plate-shaped bodies can be easily and surely positioned, and as a result, the connecting tool can be positioned. The work of manufacturing the connecting tool for concrete members including the main body becomes easy.
上記5)のコンクリート部材用連結具によれば、1種類の板状体で連結具本体をつくることが可能になるので、部品点数が少なくてすむ。 According to the connecting tool for concrete members in 5) above, the connecting tool body can be made of one type of plate-like body, so that the number of parts can be reduced.
以下、この発明の実施形態を、図面を参照して説明する。 Hereinafter, embodiments of the present invention will be described with reference to the drawings.
以下の説明において、図2〜図5の左右を左右というものとする。 In the following description, the left and right sides of FIGS. 2 to 5 are referred to as left and right.
図1はこの発明によるコンクリート部材用連結具の使用状態を示し、図2および図3はこの発明によるコンクリート部材用連結具の全体構成を示し、図4はその一部分の構成を示す。また、図5〜図7はこの発明によるコンクリート部材用連結具の連結具本体を構成する板状体を示す。 FIG. 1 shows the usage state of the concrete member connector according to the present invention, FIGS. 2 and 3 show the overall configuration of the concrete member connector according to the present invention, and FIG. 4 shows a partial configuration thereof. Further, FIGS. 5 to 7 show a plate-shaped body constituting the connecting tool main body of the connecting tool for a concrete member according to the present invention.
図1に示すように、2つのコンクリート部材(100)どうしの連結や引き寄せ、あるいは打ち継ぎに使用されるコンクリート部材用連結具(1)は、前端面に連結端面(21)が形成されている連結具本体(2)および連結具本体(2)に固定されて後方に延びるアンカー部材(3)からなり、かつ連結具本体(2)に前後方向に延びるとともに前後両端が連結具本体(2)の前後両端面に開口したボルト挿通穴(22)が形成されたものである。連結具本体(2)は、連結端面(21)がコンクリート部材(100)の連結面(101)に露出するようにコンクリート部材(100)中に埋設され、各コンクリート部材(100)における連結具本体(2)よりも後側に形成された作業用空間(102)を利用し、両連結具(1)の連結具本体(2)のボルト挿通穴(22)に通された連結ボルト(103)にナット(104)をねじ嵌めて両連結具(1)に互いに引き寄せる力を作用させることによって、両コンクリート部材(100)どうしの連結や引き寄せ、あるいは打ち継ぎに用いられる。 As shown in FIG. 1, the connecting end face (21) is formed on the front end face of the concrete member connecting tool (1) used for connecting, pulling, or joining two concrete members (100) to each other. It consists of a connector body (2) and an anchor member (3) that is fixed to the connector body (2) and extends rearward, and extends in the front-rear direction to the connector body (2) and both front and rear ends are the connector body (2). Bolt insertion holes (22) opened on both front and rear surfaces of the concrete are formed. The connecting tool main body (2) is embedded in the concrete member (100) so that the connecting end face (21) is exposed on the connecting surface (101) of the concrete member (100), and the connecting tool main body (100) in each concrete member (100). Using the work space (102) formed on the rear side of (2), the connecting bolt (103) passed through the bolt insertion hole (22) of the connecting tool body (2) of both connecting tools (1). By screwing a nut (104) into the concrete member (104) and applying a force that attracts the two concrete members (1) to each other, it is used for connecting, attracting, or joining the two concrete members (100) to each other.
図2〜図4に示すように、コンクリート部材用連結具(1)の連結具本体(2)は、幅方向を前後方向に向けた状態で相互に固定状とされた2つのプレート部(23)(24)からなり、両プレート部(23)(24)間にボルト挿通穴(22)が形成され、各プレート部(23)(24)における他のプレート部(24)(23)とは反対側を向いた面の前後両側縁部に、それぞれ他のプレート部(24)(23)側とは反対側に突出した補強リブ(25)(26)が全長にわたって一体に設けられたものである。また、各プレート部(23)(24)における他のプレート部(24)(23)とは反対側を向いた面の前後方向の中間部に、それぞれ他のプレート部(24)(23)側とは反対側に突出した2つの凸条(27)(28)が全長にわたって一体に設けられている。一方の凸条(27)がプレート部(23)(24)の前側縁と前後方向の中心との間に位置するとともに、他方の凸条(28)がプレート部(23)(24)の後側縁と前後方向の中心との間に位置している。また、プレート部(23)(24)の前側縁と前側凸条(27)との距離は、プレート部(23)(24)の後側縁と後側凸条(28)との距離よりも短くなっている。 As shown in FIGS. 2 to 4, the connecting tool main body (2) of the concrete member connecting tool (1) has two plate portions (23) fixed to each other with the width direction facing the front-rear direction. ) (24), a bolt insertion hole (22) is formed between both plate portions (23) (24), and the other plate portions (24) (23) in each plate portion (23) (24) Reinforcing ribs (25) (26) protruding to the opposite side of the other plate parts (24) (23) are integrally provided on both front and rear edges of the surface facing the opposite side over the entire length. be. In addition, the other plate portion (24) (23) side is located in the middle portion in the front-rear direction of the surface of each plate portion (23) (24) facing the opposite side to the other plate portion (24) (23). Two ridges (27) and (28) protruding to the opposite side are integrally provided over the entire length. One ridge (27) is located between the front edge of the plate (23) (24) and the center in the anteroposterior direction, while the other ridge (28) is behind the plate (23) (24). It is located between the side edge and the center in the anteroposterior direction. Further, the distance between the front edge of the plate portions (23) and (24) and the front ridge (27) is larger than the distance between the posterior edge of the plate portions (23) and (24) and the posterior ridge (28). It's getting shorter.
連結具本体(2)の各プレート部(23)(24)は、左右方向に間隔をおいて設けられた2つの平板状部(231)(232)(241)(242)と、両平板状部(231)(232)(241)(242)間に設けられかつボルト挿通穴(22)の半部を形成する屈曲板状部(233)(243)と、両平板状部(231)(232)(241)(242)の左右方向外端部に設けられかつ屈曲板状部(233)(243)と同方向に斜め外方に突出した突出部(234)(235)(244)(245)とからなる。補強リブ(25)(26)および凸条(27)(28)は、一方の突出部(234)(244)から他方の突出部(235)(245)にかけて左右方向の全長にわたって一体に設けられている。そして、両プレート部(23)(24)の前側面および前側補強リブ(25)の前側面が連結具本体(2)の前端面となり、両プレート部(23)(24)の後側面および後側補強リブ(26)の後側面が連結具(1)の後端面となっている。連結具本体(2)の前端面の少なくとも一部に連結端面(21)が形成されている。連結端面(21)は、連結具本体(2)の前端面全体に形成されていてもよいが、これに限定されるものではない。たとえば連結具本体(2)の前端面全体のうち一方のプレート部(23)(図2の下側プレート部(23))の前端面における内側縁部(図2の上側縁部)から鎖線(L)までの範囲の一定幅を有する帯状部分、および他方のプレート部(24)(図2の上側プレート部(24))の前端面における内側縁部(図2の下側縁部)から鎖線(L)までの範囲の一定幅を有する帯状部分だけに連結端面が形成されていればよい。
Each plate portion (23) (24) of the connector main body (2) has two flat plate-shaped portions (231) (232) (241) (242) provided at intervals in the left-right direction and both flat plates. Bent plate-shaped portions (233) (243) provided between the portions (231) (232) (241) (242) and forming a half portion of the bolt insertion hole (22), and both flat plate-shaped portions (231) ( 232) (241) (242) Protruding portions (234) (235) (244) (234) that are provided at the outer end portions in the left-right direction and project diagonally outward in the same direction as the bent plate-shaped portions (233) (243). 245) and. Reinforcing ribs (25) (26) and ridges (27) (28) are integrally provided over the entire length in the left-right direction from one protrusion (234) (244) to the other protrusion (235) (245). ing. Then, it is the front end surfaces of both the plate portion (23) front face is connector body front side and the front reinforcing rib (25) (24) (2), both plates (23) side and after after (24) The rear side surface of the side reinforcing rib (26) is the rear end surface of the connector (1). A connecting end face (21) is formed on at least a part of the front end face of the connecting tool main body (2). The connecting end face (21) may be formed on the entire front end face of the connecting tool main body (2), but is not limited thereto. For example, a chain line (upper edge in FIG. 2) from the inner edge (upper edge in FIG. 2) on the front end of one plate (23) (lower plate (23) in FIG. 2) of the entire front end surface of the connector body (2). Dashed line from the inner edge (lower edge of FIG. 2) on the front end surface of the strip having a constant width up to L) and the other plate (24) (upper plate (24) of FIG. 2). It is sufficient that the connecting end face is formed only in the strip-shaped portion having a constant width in the range up to (L).
連結具本体(2)は、別個に形成されるとともに同一形状を有し、かつ各プレート部(23)(24)となる2つの板状体(29)を相互に接合することにより構成されており、各板状体(29)に、前後両補強リブ(25)(26)、両凸条(27)(28)、両平板状部(231)(232)(241)(242)、屈曲板状部(233)(243)および突出部(234)(235)(244)(245)が設けられている。連結具本体(2)の両プレート部(23)(24)となる2つの板状体(29)は同一形状であり、図2に示すように、前方から見て、ボルト挿通穴(22)の前後方向に延びる中心線(O)を対称軸とする2回回転対称となっている。各板状体(29)の一方の平板状部(231)(241)に貫通穴(291)が形成されるとともに他方の平板状部(232)(242)に突起(292)が形成されている。そして、各板状体(29)の貫通穴(291)に他方の板状体(29)の突起(292)が嵌め入れられて平板状部(231)(242)および(232)(241)どうしが積層された状態で両板状体(29)が接合されている。すなわち、突起(292)の周縁部と貫通穴(291)の内周面との間に形成された溶接金属(4)により両板状体(29)が接合されている(図4参照)。各板状体(29)は、たとえばJIS SS400からなる鋼材に熱間鍛造を施すことによりつくられたものである。 The connector body (2) is formed by joining two plate-like bodies (29) which are formed separately and have the same shape and which are the plate portions (23) and (24) to each other. Both front and rear reinforcing ribs (25) (26), double protrusions (27) (28), both flat plates (231) (232) (241) (242), bent on each plate-shaped body (29) Plate-shaped portions (233) (243) and protruding portions (234) (235) (244) (245) are provided. The two plate-shaped bodies (29) that form both plate portions (23) and (24) of the connector body (2) have the same shape, and as shown in FIG. 2, the bolt insertion holes (22) are viewed from the front. It is rotationally symmetric twice with the center line (O) extending in the anteroposterior direction as the axis of symmetry. Through holes (291) are formed in one flat plate-shaped portion (231) (241) of each plate-shaped body (29), and protrusions (292) are formed in the other flat plate-shaped portions (232) (242). There is. Then, the protrusion (292) of the other plate-shaped body (29) is fitted into the through hole (291) of each plate-shaped body (29), and the flat plate-shaped portions (231) (242) and (232) (241). Both plate-like bodies (29) are joined in a state where they are laminated. That is, both plate-like bodies (29) are joined by a weld metal (4) formed between the peripheral edge of the protrusion (292) and the inner peripheral surface of the through hole (291) (see FIG. 4). Each plate-shaped body (29) is made by hot forging a steel material made of, for example, JIS SS400.
アンカー部材(3)は長手方向が前後方向を向いた鉄筋からなり、前端部が連結具本体(2)の長手方向両端部における両プレート部(23)(24)の突出部(234)(235)(244)(245)どうしの間に配置されて連結具本体(2)に溶接されている。当該溶接の際に形成された溶接金属(5)は、両板状体(29)の接合にも寄与している。 The anchor member (3) is made of a reinforcing bar whose longitudinal direction is oriented in the front-rear direction, and the front end portion is a protrusion (234) (235) of both plate portions (23) (24) at both ends in the longitudinal direction of the connector main body (2). ) (244) (245) are placed between each other and welded to the connector body (2). The weld metal (5) formed during the welding also contributes to the joining of both plate-like bodies (29).
上述したように、連結ボルト(103)にナット(104)をねじ嵌めて両連結具(1)に互いに引き寄せる力を作用させることによって、両コンクリート部材(100)どうしの連結や引き寄せ、あるいは打ち継ぎを行う場合、連結具本体(2)の強軸方向で荷重を受けることになるが、補強リブ(25)(26)の働きによって、連結具本体(2)の弱軸方向にはらみ出す横座屈に抵抗する断面が大きく増えることになり、その結果耐横座屈性が向上する。 As described above, by screwing the nut (104) into the connecting bolt (103) and applying a pulling force to both connecting tools (1), the two concrete members (100) are connected, pulled, or spliced together. When the above is performed, the load is applied in the strong axial direction of the connector main body (2), but due to the action of the reinforcing ribs (25) and (26), the lateral buckling that protrudes in the weak axial direction of the connector main body (2). The cross section that resists is greatly increased, and as a result, the lateral buckling resistance is improved.
上述した実施形態においては、連結具本体(2)は、別個に形成されるとともに同一形状を有し、かつ各プレート部(23)(24)となる2つの板状体(29)を相互に接合することにより構成されているが、これに限定されるものではなく、連結具本体は、2つのプレート部(23)(24)が一体に形成されたものであってもよい。 In the above-described embodiment, the connecting tool main body (2) has two plate-shaped bodies (29) that are formed separately and have the same shape, and are the plate portions (23) and (24), respectively. Although it is configured by joining, the coupling tool main body may be one in which two plate portions (23) and (24) are integrally formed.
この発明によるコンクリート部材用連結具(1)は、2つのコンクリート部材(100)に埋設されて当該両コンクリート部材(100)どうしの連結や引き寄せ、あるいは打ち継ぎに好適に用いられる。 The connecting tool (1) for a concrete member according to the present invention is embedded in two concrete members (100) and is suitably used for connecting, pulling, or joining the two concrete members (100) to each other.
(1):コンクリート部材用連結具
(2):連結具本体
(21):連結端面
(22):ボルト挿通穴
(23)(24):プレート部
(231)(232)(241)(242):平板状部
(233)(243):屈曲板状部
(25)(26):補強リブ
(29):板状体
(291):貫通穴
(292):突起
(3):アンカー部材
(100):コンクリート部材
(101):連結面
(1): Connecting tool for concrete members
(2): Connector body
(21): Connecting end face
(22): Bolt insertion hole
(23) (24): Plate part
(231) (232) (241) (242): Flat plate
(233) (243): Bent plate-shaped part
(25) (26): Reinforcing rib
(29): Plate-shaped body
(291): Through hole
(292): Protrusion
(3): Anchor member
(100): Concrete member
(101): Connecting surface
Claims (5)
連結具本体が、幅方向を前後方向に向けた状態で相互に固定状とされた2つのプレート部からなり、連結具本体の両プレート部間にボルト挿通穴が形成され、各プレート部における他のプレート部とは反対側を向いた面の前後両側縁部に、それぞれ他のプレート部側とは反対側に突出した補強リブが全長にわたって一体に設けられているコンクリート部材用連結具。 It consists of a connecting end face having a connecting end face formed on the front end surface and an anchor member fixed to the connecting body and extending rearward. The front and rear ends of the connecting body extend in the front-rear direction and both front and rear ends of the connecting body. In a concrete member connector used in a state where a bolt insertion hole opened in the surface is formed and the connecting end surface of the connector body is embedded in the concrete member so as to be exposed on the connecting surface of the concrete member.
The connector body consists of two plate parts that are fixed to each other with the width direction facing the front-back direction, and bolt insertion holes are formed between both plate parts of the connector body. A connecting tool for concrete members in which reinforcing ribs projecting to the opposite side of the other plate portion are integrally provided over the entire length on the front and rear side edges of the surface facing the opposite side of the plate portion.
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JP2019188310A JP6906029B2 (en) | 2019-10-15 | 2019-10-15 | Connecting tool for concrete members |
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JP2019188310A JP6906029B2 (en) | 2019-10-15 | 2019-10-15 | Connecting tool for concrete members |
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JP6906029B2 true JP6906029B2 (en) | 2021-07-21 |
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JP2002030729A (en) * | 2000-07-18 | 2002-01-31 | Kaieitechno Co Ltd | Joint metal fitting for concrete products |
JP3822880B2 (en) * | 2004-04-19 | 2006-09-20 | 徹彦 青木 | Reinforcement member assembly of steel pipe structure |
JP4687040B2 (en) * | 2004-09-03 | 2011-05-25 | 有限会社ヤマ | Connection device for concrete components |
JP4972414B2 (en) * | 2007-01-12 | 2012-07-11 | 株式会社アイ・アイ・ピー | Concrete member joining device |
JP2008208562A (en) * | 2007-02-23 | 2008-09-11 | Heiwa Concrete Kogyo Kk | Buffering connecting device for concrete member |
JP5638018B2 (en) * | 2012-02-29 | 2014-12-10 | 有限会社ヤマ | Concrete connecting member and connecting device for concrete member |
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