JP6470908B2 - Fitting structure, breakwater - Google Patents

Fitting structure, breakwater Download PDF

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JP6470908B2
JP6470908B2 JP2014076688A JP2014076688A JP6470908B2 JP 6470908 B2 JP6470908 B2 JP 6470908B2 JP 2014076688 A JP2014076688 A JP 2014076688A JP 2014076688 A JP2014076688 A JP 2014076688A JP 6470908 B2 JP6470908 B2 JP 6470908B2
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joint
fixing body
bar
precast
blocks
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JP2015197017A (en
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松浦 正典
正典 松浦
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Kajima Corp
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Description

本発明は、継手構造およびこれを有する構造体に関する。   The present invention relates to a joint structure and a structure having the joint structure.

継手の一つとして、定着体付き継手が知られている。図5は定着体付き継手11を用いた継手構造の例を水平方向の断面で示したものであり、定着体付き継手11を設けたコンクリート製のプレキャストブロック1同士を接続したものである。   As one of the joints, a joint with a fixing body is known. FIG. 5 shows an example of a joint structure using a joint 11 with a fixing body in a horizontal section, in which concrete precast blocks 1 provided with the joint 11 with a fixing body are connected to each other.

定着体付き継手11は、プレキャストブロック1から突出した鉄筋11aの先端部に、鉄筋11aより幅の大きな定着体11bを設けたものである。図5では、一対のプレキャストブロック1がコンクリート等による目地2を挟んで配列され、両プレキャストブロック1の定着体付き継手11が上下方向(図の紙面法線方向に対応する)にラップした状態で目地2に埋設される。なお、目地2内には定着体付き継手11の他、補強筋15も配置される。   In the joint 11 with the fixing body, a fixing body 11b having a width wider than the reinforcing bar 11a is provided at the tip of the reinforcing bar 11a protruding from the precast block 1. In FIG. 5, a pair of precast blocks 1 are arranged with a joint 2 made of concrete or the like, and a joint 11 with a fixing body of both precast blocks 1 is wrapped in a vertical direction (corresponding to the normal direction of the drawing sheet). It is buried in the joint 2. In addition to the joint 11 with the fixing body, a reinforcing bar 15 is also arranged in the joint 2.

上記のように鉄筋11aの先端部に定着体11bを設けることで、特許文献1にも示されるように定着効果が高くなる利点がある。従って、定着体付き継手11を用いると通常の鉄筋を継手に用いる場合に比べラップ長が少なくて済み、プレキャストブロック1間の目地2の長さを短くできる。   By providing the fixing body 11b at the tip of the reinforcing bar 11a as described above, there is an advantage that the fixing effect is enhanced as shown in Patent Document 1. Therefore, when the joint 11 with the fixing body is used, the wrap length is less than that in the case where a normal reinforcing bar is used for the joint, and the length of the joint 2 between the precast blocks 1 can be shortened.

特開2009−293289号公報JP 2009-293289 A

しかしながら、定着体付き継手11のかぶり厚さは、図5のAに示すように目地2の外面20から定着体11bまでの距離で定まり、定着体11bがない通常の鉄筋による継手では鉄筋までの距離となるのに比べて短くなる。従って、所定のかぶり厚さを確保するためには目地2を厚く形成する必要があり不経済となっていた。   However, the cover thickness of the joint 11 with the fixing body is determined by the distance from the outer surface 20 of the joint 2 to the fixing body 11b as shown in FIG. 5A. Shorter than distance. Therefore, in order to ensure a predetermined cover thickness, it is necessary to form the joint 2 thick, which is uneconomical.

特許文献1は梁の主筋の先端部に定着体を設けた構造について記載されているが、継手構造に関するものでなく、上記のような問題については考慮されていなかった。   Patent Document 1 describes a structure in which a fixing body is provided at the tip of a main bar of a beam, but it does not relate to a joint structure and does not consider the above-described problems.

本発明は、上記の問題に鑑みてなされたもので、定着体付き継手を用いた経済的な継手構造等を提供することを目的とする。   The present invention has been made in view of the above problems, and an object thereof is to provide an economical joint structure using a joint with a fixing body.

前述した課題を解決するための第1の発明は、同じ部材厚のプレキャストブロック間の継手構造であって、前記プレキャストブロックは、前記プレキャストブロックから突出する棒材の先端部に前記棒材より幅の大きな定着体を設けた定着体付き継手を有し、一対の前記プレキャストブロックが目地を挟んで配列され、前記目地には、それぞれの前記プレキャストブロックの前記定着体付き継手が埋設され、それぞれの前記プレキャストブロックの前記定着体付き継手は、前記棒材の途中の始点から前記定着体にかけて、前記目地の前記始点に最も近い外面から前記目地の内側に向かう方向に折り曲げられ、一方の前記プレキャストブロックの前記定着体付き継手の前記棒材の当該プレキャストブロックから前記始点までの部分と、他方の前記プレキャストブロックの前記定着体付き継手の前記棒材の当該プレキャストブロックから前記始点までの部分とが、前記棒材と直交しかつ前記外面と平行な方向から見たときに重複して配置されていることを特徴とする継手構造である。 1st invention for solving the subject mentioned above is the joint structure between the precast blocks of the same member thickness, Comprising: The said precast block is wider than the said bar at the front-end | tip part of the bar which protrudes from the said precast block. Each having a fixing member with a large fixing member, and a pair of the precast blocks are arranged with a joint interposed therebetween, and the joint with the fixing member of each of the precast blocks is embedded in each joint. The joint with the fixing body of the precast block is bent in the direction from the outer surface closest to the starting point of the joint toward the inside of the joint from the middle starting point of the bar to the fixing body, and one of the precast blocks The portion of the joint with the fixing body from the precast block to the start point of the bar, and the other front A portion from the precast block to the start point of the bar of the joint with the fixing body of the precast block is disposed overlapping when viewed from a direction orthogonal to the bar and parallel to the outer surface. It is the joint structure characterized by this.

これにより、目地の外面から定着体までの距離を大きくでき、定着体付き継手のかぶり厚さを大きくできる。従って、前記したように目地を厚くせずとも所定のかぶり厚さを確保でき経済的である。さらに定着体が目地の深くに埋め込まれることになるから、定着効果もより大きくなる。   As a result, the distance from the outer surface of the joint to the fixing body can be increased, and the cover thickness of the joint with the fixing body can be increased. Therefore, as described above, a predetermined cover thickness can be secured without increasing the joint, which is economical. Furthermore, since the fixing body is buried deep in the joint, the fixing effect is further increased.

前記定着体と前記外面との距離は、目地を厚くせずとも所定のかぶり厚さを確保する観点から前記棒材の前記始点と前記外面との距離以上である必要がある。
これにより、定着体付き継手のかぶり厚さが、目地の外面から定着体付き継手の棒材までの距離となり、定着体の無い通常の継手と変わらないかぶり厚さとできる。
The distance between the fixing body and the outer surface needs to be equal to or greater than the distance between the starting point of the bar and the outer surface from the viewpoint of securing a predetermined cover thickness without increasing the joint.
Thereby, the cover thickness of the joint with the fixing body becomes the distance from the outer surface of the joint to the bar of the joint with the fixing body, and the cover thickness is the same as that of the normal joint without the fixing body.

前記目地内に、前記棒材と直交しかつ前記外面と平行な方向の補強筋が、前記定着体付き継手の近傍で、前記プレキャストブロックを配列した配列方向に沿って複数設けられ、前記棒材の前記始点から前記定着体の先端までの部分が、隣り合う前記補強筋の前記配列方向のピッチ内に収まることが望ましい。例えば、前記棒材の折り曲げ角度は20度以下とする。
このように、本発明では定着体付き継手を少し曲げるだけでよく、他の補強筋等との干渉も少なく、配筋作業の妨げにもならない。
A plurality of reinforcing bars in a direction perpendicular to the bar and parallel to the outer surface are provided in the joint along the arrangement direction in which the precast blocks are arranged in the vicinity of the joint with the fixing body. It is desirable that a portion from the starting point to the tip of the fixing body be within the pitch in the arrangement direction of the adjacent reinforcing bars. For example, the bending angle of the bar is 20 degrees or less.
As described above, in the present invention, it is only necessary to bend the joint with the fixing body a little, there is little interference with other reinforcing bars and the like, and it does not interfere with the bar arrangement work.

前記目地内に、前記棒材と直交しかつ前記外面と平行な方向の補強筋が、前記定着体付き継手の近傍で、前記プレキャストブロックを配列した配列方向に沿って複数設けられ、前記棒材の前記プレキャストブロックから前記始点までの部分が、前記補強筋よりも前記外面に近い位置に配置されることが望ましい。
このように、定着体付き継手が目地の最外縁にある場合には、定着体付き継手までのかぶり厚さが目地の厚さの設計時に重要となり、定着体付き継手を折り曲げることが特に有効となる。
A plurality of reinforcing bars in a direction perpendicular to the bar and parallel to the outer surface are provided in the joint along the arrangement direction in which the precast blocks are arranged in the vicinity of the joint with the fixing body. It is desirable that a portion from the precast block to the start point is disposed at a position closer to the outer surface than the reinforcing bar.
In this way, when the joint with the fixing body is at the outermost edge of the joint, the cover thickness up to the joint with the fixing body is important when designing the joint thickness, and it is particularly effective to bend the joint with the fixing body. Become.

第2の発明は、第1の発明の継手構造を、周方向に隣り合う前記プレキャストブロックの間の前記目地に有する防液堤である。 2nd invention is a liquid-breakwater which has the joint structure of 1st invention in the said joint between the said precast blocks adjacent to the circumferential direction .

本発明により、定着体付き継手を用いた経済的な継手構造等を提供することができる。   According to the present invention, an economical joint structure or the like using a joint with a fixing body can be provided.

継手構造10を示す図The figure which shows the joint structure 10 定着体付き継手11を示す図The figure which shows the coupling 11 with a fixing body LNGタンク100を示す図The figure which shows the LNG tank 100 継手構造10aを示す図The figure which shows the joint structure 10a 定着体付き継手11による継手構造を示す図The figure which shows the joint structure by the joint 11 with a fixing body

以下、図面に基づいて本発明の好適な実施形態について詳細に説明する。   Hereinafter, preferred embodiments of the present invention will be described in detail with reference to the drawings.

[第1の実施形態]
図1は、本発明の第1の実施形態に係る継手構造10を示す図であり、図5と同様、継手構造10の水平方向の断面を示したものである。
[First embodiment]
FIG. 1 is a view showing a joint structure 10 according to the first embodiment of the present invention, and shows a horizontal section of the joint structure 10 as in FIG.

本実施形態の継手構造10は、図5に示した継手構造に対し、定着体付き継手11を折り曲げた点で異なる。すなわち、定着体付き継手11は、鉄筋11a(棒材)の途中の始点111から先端部の定着体11bにかけて、始点111に最も近い目地2の外面20から、目地2の内側へ向かう方向へと折り曲げられる。   The joint structure 10 of this embodiment is different from the joint structure shown in FIG. 5 in that the joint 11 with a fixing body is bent. In other words, the joint 11 with the fixing body extends from the outer surface 20 of the joint 2 closest to the starting point 111 to the inside of the joint 2 from the starting point 111 in the middle of the reinforcing bar 11a (bar) to the fixing body 11b at the tip. It can be bent.

なお、補強筋15は、定着体付き継手11の近傍で、鉄筋11aに直交し、かつ目地2の外面と平行な方向(図の紙面法線方向に対応する)に配置される。補強筋15は、プレキャストブロック1(以下、ブロックということがある)の配列方向(図の左右方向に対応する)に複数設けられる。   The reinforcing bars 15 are arranged in the vicinity of the joint 11 with the fixing body and in a direction (corresponding to the normal direction of the paper surface) perpendicular to the reinforcing bars 11 a and parallel to the outer surface of the joint 2. A plurality of reinforcing bars 15 are provided in the arrangement direction (corresponding to the left-right direction in the drawing) of the precast blocks 1 (hereinafter sometimes referred to as blocks).

図1の例では、定着体付き継手11の鉄筋11aのブロック1から始点111までの部分が、補強筋15よりも外面20に近い位置に配置される。すなわち、定着体付き継手11は目地2の最外縁に配置されている。   In the example of FIG. 1, the portion from the block 1 to the starting point 111 of the reinforcing bar 11 a of the joint 11 with the fixing body is disposed at a position closer to the outer surface 20 than the reinforcing bar 15. That is, the joint 11 with the fixing body is disposed at the outermost edge of the joint 2.

図2は定着体付き継手11を折り曲げる際の条件を示す図である。本実施形態では、定着体付き継手11の鉄筋11aを、目地2の外面20から定着体11bまでの距離B1が、当該外面20から始点111までの距離B2以上となるように折り曲げることで、定着体付き継手11のかぶり厚さを、目地2の外面20から鉄筋11aまでの距離B2とできる。   FIG. 2 is a diagram showing conditions for bending the joint 11 with the fixing body. In the present embodiment, fixing is performed by bending the reinforcing bar 11a of the joint 11 with the fixing body so that the distance B1 from the outer surface 20 of the joint 2 to the fixing body 11b is equal to or greater than the distance B2 from the outer surface 20 to the starting point 111. The cover thickness of the body-attached joint 11 can be set to the distance B2 from the outer surface 20 of the joint 2 to the reinforcing bar 11a.

本実施形態では定着体付き継手11が目地2の最外縁にあるので、上記の距離B2が目地2のかぶり厚さの最小値となり、距離B2が所定の値となるように目地2の厚さを決定できる。   In this embodiment, since the joint 11 with the fixing body is at the outermost edge of the joint 2, the distance B 2 is the minimum value of the cover thickness of the joint 2, and the thickness of the joint 2 is set so that the distance B 2 becomes a predetermined value. Can be determined.

また、鉄筋11aの始点111から定着体11bの先端までの部分C1は、例えばブロック1の配列方向に隣り合う補強筋15のピッチC2内に収まるように配置される。さらに、鉄筋11aの折り曲げ角度、すなわち、始点111直前の鉄筋11aの方向a1に対し始点111から定着体11bに向かう方向a2がなす角度αは、例えば10度前後など、20度以下とするとよい。   Further, a portion C1 from the starting point 111 of the reinforcing bar 11a to the tip of the fixing body 11b is arranged so as to be within the pitch C2 of the reinforcing bars 15 adjacent in the arrangement direction of the blocks 1, for example. Furthermore, the bending angle of the reinforcing bar 11a, that is, the angle α formed by the direction a2 from the starting point 111 toward the fixing body 11b with respect to the direction a1 of the reinforcing bar 11a immediately before the starting point 111 is preferably 20 degrees or less, for example, around 10 degrees.

上記のように、定着体付き継手11は少し曲げるだけとすることで、他の補強筋15等との干渉も少なく配筋作業の妨げにもならない。   As described above, by simply bending the joint 11 with the fixing body, the interference with the other reinforcing bars 15 and the like is small, and the bar arrangement work is not hindered.

この継手構造10を構築するには、上記のように折り曲げた定着体付き継手11を設けた一対のブロック1を、図1に示すように対向配置した後、補強筋15等の配筋を行い、ブロック1間にコンクリートを打設して目地2を形成すればよい。   In order to construct the joint structure 10, the pair of blocks 1 provided with the joint 11 with the fixing body bent as described above are arranged to face each other as shown in FIG. The joint 2 may be formed by placing concrete between the blocks 1.

図3は継手構造10を含む構造体の例であるLNG(Liquefied Natural
Gas;液化天然ガス)タンク100を示す図である。LNGタンク100は、LNGを貯蔵する地上式のタンクであり、底版50に防液堤30を設け、その内側に金属板等による内槽(不図示)と外槽40を設置したものである。
FIG. 3 shows an example of a structure including the joint structure 10 LNG (Liquefied Natural
1 is a diagram illustrating a gas (liquefied natural gas) tank 100. FIG. The LNG tank 100 is an above-ground tank that stores LNG. The bottom plate 50 is provided with a liquid barrier 30 and an inner tank (not shown) made of a metal plate or the like and an outer tank 40 are installed therein.

防液堤30は、内槽や外槽40が破損等した場合にもLNGの外部への液漏れを防ぐために設けられる。本実施形態では、この防液堤30を、ブロック1を防液堤30の周方向に並べるとともに鉛直方向へと積み上げて構築する。その際、ブロック1の定着体付き継手11を前記のように折り曲げたうえで隣り合うブロック1の間に目地2を形成し、これにより継手構造10が構築される。   The breakwater 30 is provided to prevent leakage of liquid to the outside of the LNG even when the inner tank or the outer tank 40 is damaged. In the present embodiment, the liquid breakwater 30 is constructed by arranging the blocks 1 in the circumferential direction of the liquid breakwater 30 and stacking them in the vertical direction. At that time, the joint 11 with the fixing body of the block 1 is bent as described above, and the joint 2 is formed between the adjacent blocks 1, thereby the joint structure 10 is constructed.

図1では継手構造10として水平方向にブロック1を配列した場合を示したが、目地2を挟んで鉛直方向にブロック1を配列する場合でも同様の継手構造10が構築される。なお、防液堤30では鉛直方向および周方向の緊張材(不図示)によりプレストレスが導入され、ブロック1では緊張材を通すためのシース管(不図示)なども設けられる。   Although FIG. 1 shows the case where the blocks 1 are arranged in the horizontal direction as the joint structure 10, the same joint structure 10 is constructed even when the blocks 1 are arranged in the vertical direction with the joint 2 interposed therebetween. In the breakwater 30, prestress is introduced by vertical and circumferential tendons (not shown), and in the block 1, a sheath tube (not shown) for passing the tendons is also provided.

以上説明したように、本実施形態によれば、定着体付き継手11を折り曲げることで、目地2の外面20から定着体11bまでの距離を大きくでき、定着体付き継手11のかぶり厚さを大きくできる。従って、目地2を厚くせずとも所定のかぶり厚さを確保でき経済的である。さらに定着体11bが目地2の深くに埋め込まれることになるから、定着効果もより大きくなる。   As described above, according to the present embodiment, by bending the joint 11 with the fixing body, the distance from the outer surface 20 of the joint 2 to the fixing body 11b can be increased, and the cover thickness of the joint 11 with the fixing body is increased. it can. Therefore, a predetermined cover thickness can be secured without making the joint 2 thick, which is economical. Further, since the fixing body 11b is buried deep in the joint 2, the fixing effect is further increased.

本実施形態では、定着体付き継手11を、定着体11bと外面20との距離B1が、鉄筋11aの始点111と外面20との距離B2以上となるように折り曲げることで、定着体付き継手11のかぶり厚さが外面20から鉄筋11aまでの距離となり、定着体11bの無い通常の継手と変わらないかぶり厚さとできる。   In the present embodiment, the joint 11 with the fixing body 11 is bent so that the distance B1 between the fixing body 11b and the outer surface 20 is equal to or greater than the distance B2 between the starting point 111 of the reinforcing bar 11a and the outer surface 20. The cover thickness is the distance from the outer surface 20 to the reinforcing bar 11a, and the cover thickness is the same as a normal joint without the fixing body 11b.

本実施形態では、定着体付き継手11が目地2の最外縁にあり、定着体付き継手11のかぶり厚さが目地2のかぶり厚さの最小値となるので、目地2の厚さの設計時に重要となり、定着体付き継手11を折り曲げることが特に有効となる。   In the present embodiment, the joint 11 with the fixing body is at the outermost edge of the joint 2, and the cover thickness of the joint 11 with the fixing body is the minimum value of the cover thickness of the joint 2. It becomes important to bend the joint 11 with the fixing body particularly effectively.

また、本実施形態では、定着体付き継手11の鉄筋11aを折り曲げる始点111から定着体11bまでの部分を補強筋15のピッチ内に収め、折り曲げ角度を20度以下とすることで、定着体付き継手11を少し曲げるだけとし、他の補強筋15等との干渉も少なく配筋作業の妨げにもならない。   Further, in the present embodiment, the portion from the starting point 111 for bending the reinforcing bar 11a of the joint 11 with the fixing body to the fixing body 11b is accommodated within the pitch of the reinforcing bars 15, and the bending angle is set to 20 degrees or less so that the fixing body is attached. The joint 11 is only bent a little, and there is little interference with other reinforcing bars 15 and the like, which does not interfere with the bar arrangement work.

しかしながら、本発明は上記に限ることはない。例えば本実施形態では継手構造10を有する構造体の例としてLNGタンク100を示したが、これに限らず、継手構造10は各種の構造体に適用することができる。その例として、プレキャストブロックによる柱部材同士の接続、梁部材同士の接続、あるいは柱部材と梁部材の接続等にも適用することが可能である。   However, the present invention is not limited to the above. For example, although the LNG tank 100 is shown as an example of the structure having the joint structure 10 in the present embodiment, the present invention is not limited to this, and the joint structure 10 can be applied to various structures. For example, the present invention can be applied to connection between column members using a precast block, connection between beam members, connection between a column member and a beam member, or the like.

また、本実施形態では図1に示すように目地2の厚さ方向(図の上下方向に対応する)の両側の定着体付き継手11を折り曲げているが、これに限らず、片側だけで定着体付き継手11を折り曲げてもよい。さらに、定着体11bの形状なども、鉄筋11aより幅が広ければ特に限定されることはない。   Further, in the present embodiment, as shown in FIG. 1, the joints 11 with fixing bodies on both sides in the thickness direction of the joint 2 (corresponding to the vertical direction in the figure) are bent, but not limited to this, fixing is performed only on one side. You may bend the joint 11 with a body. Further, the shape of the fixing body 11b is not particularly limited as long as it is wider than the reinforcing bar 11a.

[第2の実施形態]
次に、本発明の第2の実施形態について説明する。第2の実施形態は第1の実施形態と異なる点について主に説明し、同様の点については図等で同じ符号を付すなどして説明を省略する。
[Second Embodiment]
Next, a second embodiment of the present invention will be described. The second embodiment will mainly describe differences from the first embodiment, and the same points will be denoted by the same reference numerals in the drawings and the like, and description thereof will be omitted.

第2の実施形態では、図4(a)に示すように定着体付き継手11が目地2の最外縁になく、定着体付き継手11の鉄筋11aよりも目地2の外面20に近い位置に補強筋15が配置される。ただし、定着体11bの幅が大きいことにより、外面20から定着体11bまでの距離Aが、外面20から補強筋15までの距離より小さくなっている。   In the second embodiment, as shown in FIG. 4A, the joint 11 with the fixing body is not located at the outermost edge of the joint 2, and is reinforced at a position closer to the outer surface 20 of the joint 2 than the reinforcing bar 11 a of the joint 11 with the fixing body. A streak 15 is arranged. However, the distance A from the outer surface 20 to the fixing member 11b is smaller than the distance from the outer surface 20 to the reinforcing bar 15 due to the large width of the fixing member 11b.

この場合も、図4(b)の継手構造10aに示すように、定着体付き継手11を、鉄筋11aの途中の始点111から定着体11bにかけて、始点111に最も近い目地2の外面20から内側へ向かう方向へと折り曲げることが有効である。   Also in this case, as shown in the joint structure 10a of FIG. 4B, the joint 11 with the fixing body is formed from the outer surface 20 of the joint 2 closest to the starting point 111 from the starting point 111 in the middle of the reinforcing bar 11a to the fixing body 11b. It is effective to bend it in the direction toward.

図4(c)は、定着体付き継手11を折り曲げる際の条件を示す図である。第2の実施形態では、定着体付き継手11の鉄筋11aを、目地2の外面20から定着体11bまでの距離B1が、当該外面20から補強筋15までの距離B2以上となるように折り曲げることで、目地2のかぶり厚さの最小値が目地2の外面20から補強筋15までの距離B2となり、この距離B2が所定の値となるように目地2の厚さを決定できる。   FIG. 4C is a diagram showing conditions for bending the joint 11 with the fixing body. In the second embodiment, the reinforcing bar 11a of the joint 11 with the fixing body is bent so that the distance B1 from the outer surface 20 of the joint 2 to the fixing body 11b is equal to or longer than the distance B2 from the outer surface 20 to the reinforcing bar 15. Thus, the minimum value of the cover thickness of the joint 2 is the distance B2 from the outer surface 20 of the joint 2 to the reinforcing bar 15, and the thickness of the joint 2 can be determined so that this distance B2 becomes a predetermined value.

なお、鉄筋11aの始点111から定着体11bの先端までの部分C1は、例えば前記と同様、補強筋15のピッチC2内に収めるように配置できる。鉄筋11aの折り曲げ角度についても前記と同様とできる。   The portion C1 from the starting point 111 of the reinforcing bar 11a to the tip of the fixing body 11b can be disposed so as to be within the pitch C2 of the reinforcing bar 15, for example, as described above. The bending angle of the reinforcing bar 11a can be the same as described above.

第2の実施形態でも第1の実施形態と同様の効果が得られ、目地2の外面20から定着体11bまでの距離を大きくすることで、目地2を厚くせずとも所定のかぶり厚さを確保できるようになり経済的である。   In the second embodiment, the same effect as that of the first embodiment can be obtained. By increasing the distance from the outer surface 20 of the joint 2 to the fixing body 11b, a predetermined cover thickness can be obtained without making the joint 2 thick. It is economical because it can be secured.

以上、添付図面を参照して、本発明の好適な実施形態について説明したが、本発明は係る例に限定されない。当業者であれば、本願で開示した技術的思想の範疇内において、各種の変更例または修正例に想到し得ることは明らかであり、それらについても当然に本発明の技術的範囲に属するものと了解される。   The preferred embodiments of the present invention have been described above with reference to the accompanying drawings, but the present invention is not limited to such examples. It will be apparent to those skilled in the art that various changes or modifications can be conceived within the scope of the technical idea disclosed in the present application, and these are naturally within the technical scope of the present invention. Understood.

1;プレキャストブロック
2;目地
10、10a;継手構造
11;定着体付き継手
11a;鉄筋
11b;定着体
15;補強筋
20;外面
111;始点
30;防液堤
40;外槽
50;底版
100;LNGタンク
DESCRIPTION OF SYMBOLS 1; Precast block 2; Joint 10, 10a; Joint structure 11; Joint 11a with fixing body; Reinforcing bar 11b; Fixing body 15; Reinforcing bar 20; Outer surface 111; Start point 30; LNG tank

Claims (6)

同じ部材厚のプレキャストブロック間の継手構造であって、
前記プレキャストブロックは、前記プレキャストブロックから突出する棒材の先端部に前記棒材より幅の大きな定着体を設けた定着体付き継手を有し、
一対の前記プレキャストブロックが目地を挟んで配列され、
前記目地には、それぞれの前記プレキャストブロックの前記定着体付き継手が埋設され、
それぞれの前記プレキャストブロックの前記定着体付き継手は、前記棒材の途中の始点から前記定着体にかけて、前記目地の前記始点に最も近い外面から前記目地の内側に向かう方向に折り曲げられ、
一方の前記プレキャストブロックの前記定着体付き継手の前記棒材の当該プレキャストブロックから前記始点までの部分と、他方の前記プレキャストブロックの前記定着体付き継手の前記棒材の当該プレキャストブロックから前記始点までの部分とが、前記棒材と直交しかつ前記外面と平行な方向から見たときに重複して配置されていることを特徴とする継手構造。
A joint structure between precast blocks of the same member thickness ,
The precast block has a joint with a fixing body in which a fixing body having a width larger than the bar is provided at a tip portion of the bar protruding from the precast block,
A pair of the precast blocks are arranged across the joint,
In the joint, the joint with the fixing body of each precast block is embedded,
The joint with the fixing body of each of the precast blocks is bent in the direction from the outer surface closest to the starting point of the joint toward the inside of the joint from the middle starting point of the bar to the fixing body,
From the precast block to the start point of the bar of the joint with the fixing body of one of the precast blocks and from the precast block to the start point of the bar of the joint with the fixing body of the other precast block The joint structure is arranged so as to overlap when viewed from a direction orthogonal to the bar and parallel to the outer surface.
前記定着体と前記外面との距離が、前記棒材の前記始点と前記外面との距離以上であることを特徴とする請求項1記載の継手構造。   The joint structure according to claim 1, wherein a distance between the fixing body and the outer surface is equal to or greater than a distance between the starting point of the bar and the outer surface. 前記目地内に、前記棒材と直交しかつ前記外面と平行な方向の補強筋が、前記定着体付き継手の近傍で、前記プレキャストブロックを配列した配列方向に沿って複数設けられ、
前記棒材の前記始点から前記定着体の先端までの部分が、隣り合う前記補強筋の前記配列方向のピッチ内に収まることを特徴とする請求項1または請求項2に記載の継手構造。
In the joint, a plurality of reinforcing bars in a direction orthogonal to the bar and parallel to the outer surface are provided in the vicinity of the joint with the fixing body along the arrangement direction in which the precast blocks are arranged,
3. The joint structure according to claim 1, wherein a portion from the starting point of the bar to the tip of the fixing body is within a pitch in the arrangement direction of the adjacent reinforcing bars.
前記棒材の折り曲げ角度は20度以下であることを特徴とする請求項1から請求項3のいずれかに記載の継手構造。   The joint structure according to any one of claims 1 to 3, wherein a bending angle of the bar is 20 degrees or less. 前記目地内に、前記棒材と直交しかつ前記外面と平行な方向の補強筋が、前記定着体付き継手の近傍で、前記プレキャストブロックを配列した配列方向に沿って複数設けられ、
前記棒材の前記プレキャストブロックから前記始点までの部分が、前記補強筋よりも前記外面に近い位置に配置されることを特徴とする請求項1から請求項4のいずれかに記載の継手構造。
In the joint, a plurality of reinforcing bars in a direction orthogonal to the bar and parallel to the outer surface are provided in the vicinity of the joint with the fixing body along the arrangement direction in which the precast blocks are arranged,
The joint structure according to any one of claims 1 to 4, wherein a portion of the bar from the precast block to the start point is disposed at a position closer to the outer surface than the reinforcing bar.
請求項1から請求項5のいずれかに記載の継手構造を、周方向に隣り合う前記プレキャストブロックの間の前記目地に有する防液堤。 A liquid breakwater having the joint structure according to any one of claims 1 to 5 at the joint between the precast blocks adjacent in the circumferential direction .
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