JP3131259U - Frame structure of a column structure using helical muscles - Google Patents

Frame structure of a column structure using helical muscles Download PDF

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JP3131259U
JP3131259U JP2007000863U JP2007000863U JP3131259U JP 3131259 U JP3131259 U JP 3131259U JP 2007000863 U JP2007000863 U JP 2007000863U JP 2007000863 U JP2007000863 U JP 2007000863U JP 3131259 U JP3131259 U JP 3131259U
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spiral
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尹衍▲リョウ▼
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潤弘精密工程事業股▲分▼有限公司
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Abstract

【課題】 選択的に構造上の強度を補強でき、柱構造体の形状を変化させることのできるらせん筋を用いた柱構造体の骨組みを提供する。
【解決手段】 鉄筋を巻いて形成する第1らせん筋及び第2らせん筋と、これららせん筋の内側に設けられる複数の補強鉄筋とによってなり、該第1らせんの該第2らせん筋側の一端を連結側として、該第1らせん筋を構成する鉄筋の該連結側の部分を該第2らせん筋を構成する鉄筋の隙間に挿入して該第1らせん筋の一部と該第2らせん筋の一部とが重なり合う重複領域を形成し、該複数の補強鉄筋は、該第1らせん筋と該第2らせん筋の内側であって、該重複領域の範囲を限定する位置にそれぞれ軸方向に沿って設けるとともに、該重複領域の範囲を限定する位置以外の適宜な位置にも選択的に設けられ、該第1らせん筋と該第2らせん筋と該補強鉄筋とを溶接、繋着などの方法で接続する。
【選択図】 図2a
PROBLEM TO BE SOLVED: To provide a framework of a column structure using a spiral muscle capable of selectively reinforcing structural strength and capable of changing the shape of the column structure.
One end of the first spiral on the side of the second spiral of the first spiral is formed by a first spiral and a second spiral formed by winding a reinforcing bar, and a plurality of reinforcing reinforcing bars provided inside the spiral. And a portion of the first spiral muscle and the second spiral muscle by inserting a portion of the reinforcement constituting the first spiral muscle into a gap between the reinforcements constituting the second spiral muscle. And a plurality of reinforcing bars are inside the first spiral bars and the second spiral bars, respectively, and are axially located at positions that limit the range of the overlapping areas. And provided selectively at an appropriate position other than a position that limits the range of the overlapping region, such as welding, joining, etc., the first spiral bar, the second spiral bar, and the reinforcing bar Connect by way.
[Selection] Figure 2a

Description

この考案は土木工程に使用するプレキャストコンクリート部材に関し、特にらせん筋を利用した柱構造体の骨組みに関する。   The present invention relates to a precast concrete member used in a civil engineering process, and more particularly to a framework of a column structure using a spiral bar.

建築物の構造強度に対する要求が高まるにつれて、らせん鉄筋によって構成する構造体の強度が、斯業の構造設計の分野で重視されている。かかる技術に関連して、業界では、さらに経済的で効率のよい設計と施工の方法を絶え間なく研究、開発している。   As the demand for the structural strength of a building increases, the strength of the structure constituted by the helical reinforcing bars is emphasized in the field of structural design of the industry. In connection with such technology, the industry is constantly researching and developing more economical and efficient design and construction methods.

らせん鉄筋は、目下梁、柱などの構造に多用される帯筋である。一部の大型の、もしくは特殊な設計の針、柱構造においては、らせん鉄筋を枠組みの主体とするか、もしくは鉄骨と組み合わせて用いる。特に、プレキャストコンクリート部材の分野構造においては、らせん鉄筋を大量に用いる。   Spiral reinforcing bars are strips frequently used in structures such as current beams and columns. For some large or specially designed needles and column structures, helical rebars are the main component of the framework or used in combination with steel frames. In particular, in the field structure of precast concrete members, a large amount of helical rebar is used.

しかしながら、らせん鉄筋を用いて構造体の強度をさらに高めようとするのであれば、使用する鉄筋を太いものにしなければならない。但し、単に鉄筋を太いものにしただけでは、増強の範囲に限りがあるのみならず、コストも高くなる。そこで、コンクリートプレキャスト部材の構造上の強度を増加する一方で、コストの増加を抑制し、かつ好ましい施工の効率が得られるらせん鉄筋を用いた新規な構造の開発が望まれている。   However, if it is intended to further increase the strength of the structure using helical rebars, the reinforcing bars used must be made thicker. However, simply making the reinforcing bars thicker not only limits the range of reinforcement, but also increases the cost. Therefore, it is desired to develop a new structure using a helical rebar that increases the structural strength of the concrete precast member while suppressing an increase in cost and obtaining a preferable construction efficiency.

この考案は、プレキャストコンクリート部材の骨組みであって、構造全体の鉄筋の使用量を減少させ、工事の効率を高めるとともに、選択的に構造上の強度を容易に補強でき、また柱構造体の形状を変化させることのできるらせん筋を用いた柱構造体の骨組みを提供することを課題とする。   This device is a framework of precast concrete members, which reduces the amount of reinforcing bars used in the entire structure, increases the efficiency of construction, and can easily reinforce structural strength selectively. It is an object of the present invention to provide a framework of a column structure using a spiral muscle that can change the angle.

そこで本考案者は、従来の技術に鑑み鋭意研究を重ねた結果、鉄筋を巻いて形成し、内部に補強鉄筋を設けた第1らせん筋と第2らせん筋とを連結して構成するか、もしくは補助らせん体をさらに設けて構成する柱構造体の骨組みによって課題を解決できる点に着眼し、係る知見に基づき本考案を完成させた。
以下、この考案について具体的に説明する。
Therefore, as a result of intensive research in view of the conventional technology, the present inventor is formed by winding a reinforcing bar and connecting the first and second helical bars with reinforcing reinforcing bars inside, Alternatively, the present invention has been completed based on such knowledge, focusing on the point that the problem can be solved by the framework of the column structure formed by further providing the auxiliary spiral body.
Hereinafter, this device will be specifically described.

請求項1に記載するらせん筋を用いた柱構造体の骨組みは、鉄筋を巻いて形成する第1らせん筋と、
鉄筋を巻いて形成する第2らせん筋と、
該らせん筋の内側に設けられる複数の補強鉄筋とによってなる柱構造体の骨組みであって、
該第1らせんの該第2らせん筋側の一端を連結側として、該第1らせん筋を構成する鉄筋の該連結側の部分を該第2らせん筋を構成する鉄筋の隙間に挿入して、該第1らせん筋の一部と該第2らせん筋の一部とが重なり合う重複領域を形成し、
該複数の補強鉄筋は、該第1らせん筋と該第2らせん筋の内側であって、該重複領域の範囲を限定する位置にそれぞれ軸方向に沿って設けるとともに、該第1らせん筋と該第2らせん筋の内側であって、該重複領域の範囲を限定する位置以外の適宜な位置にも選択的に設けられ、
該第1らせん筋と該第2らせん筋と、該補強鉄筋とを、それぞれ溶接、繋着、もしくはその他方法で接続する。
The framework of the column structure using the spiral muscle according to claim 1, the first spiral muscle formed by winding a reinforcing bar,
A second spiral formed by winding a reinforcing bar,
A framework of a column structure composed of a plurality of reinforcing reinforcing bars provided inside the spiral bar,
With one end of the first spiral of the second spiral muscle side as a coupling side, the portion of the coupling side of the reinforcing bar constituting the first spiral muscle is inserted into the gap of the reinforcing bar constituting the second spiral muscle, Forming an overlapping region in which a part of the first helical muscle and a part of the second helical muscle overlap;
The plurality of reinforcing reinforcing bars are provided along the axial direction inside the first spiral bars and the second spiral bars, respectively, at positions that limit the range of the overlapping region, and the first spiral bars and the It is selectively provided at an appropriate position inside the second spiral line, other than the position that limits the range of the overlapping region,
The first spiral bars, the second spiral bars, and the reinforcing reinforcing bars are connected to each other by welding, joining, or other methods.

請求項2に記載するらせん筋を用いた柱構造体の骨組みは、請求項1における柱構造の骨組みが、鉄筋を巻いてなり、外周の一端を連結側とするとともに、内部に該連結側が他のらせん筋に重なり合う範囲を限定する該補強鉄筋を設けてなる複数の補助らせん筋をさらに具え、
該補助らせん筋の連結側を、該重複領域の両側にそれぞれ重ね合わせるか、もしくは該第1らせん筋と該第2らせん筋の外周の適宜な位置に重ね合わせるか、もしくは該重複領域の両側と該第1らせん筋と該第2らせん筋の外周の適宜な位置とに重ね合わせて接続する。
The framework of the column structure using the spiral muscles according to claim 2 is the framework of the pillar structure according to claim 1 in which a reinforcing steel bar is wound, and one end of the outer periphery is set as a connection side, and the connection side is the other inside. A plurality of auxiliary spiral bars provided with the reinforcing reinforcing bars that limit the range overlapping the spiral bars;
The connecting sides of the auxiliary spiral muscles are overlapped on both sides of the overlapping region, or are overlapped at appropriate positions on the outer circumferences of the first and second spiral muscles, or on both sides of the overlapping region. The first spiral muscle and the second spiral muscle are connected to each other at appropriate positions on the outer periphery.

請求項3に記載するらせん筋を用いた柱構造体の骨組みは、請求項1における第1らせん筋と第2らせん筋とが、いずれも線輪状に巻かれる。 In the framework of the column structure using the spiral muscle according to claim 3, both the first spiral muscle and the second spiral muscle according to claim 1 are wound in a ring shape.

請求項4に記載するらせん筋を用いた柱構造体の骨組みは、請求項2における補助らせん筋が、線輪状に巻かれる。 In the framework of the column structure using the spiral muscle according to claim 4, the auxiliary spiral muscle according to claim 2 is wound in a wire ring shape.

この考案のらせん筋複合構造を用いた柱構造体の骨組みは、好ましい構造上の強度が得られ、かつ全体的な鉄筋の使用量を抑えることができるとともに、工事の効率を高めることができるため、コストを低減し、経済的効果をもたらすことができるという利点を有する。   The framework of the column structure using the composite structure of the spiral bars of this device provides favorable structural strength and can reduce the overall amount of reinforcing bars used and increase the efficiency of construction. , Has the advantage of being able to reduce costs and bring economic benefits.

また、この考案のらせん筋複合構造を用いた柱構造体の骨組みは、設計上の必要において選択的に補強し、かつ形状を変化させることができるため、建築物などの工事に広く応用できるという利点を有する。   In addition, the framework of the column structure using the composite structure of the spiral muscle of this device can be selectively applied for design needs and can be changed in shape, so it can be widely applied to construction such as buildings. Have advantages.

この考案はらせん筋を用いた柱構造体の骨組みを提供するものであって、該柱構造体は、型枠で囲みコンクリートを打設して柱構造体を形成する。コンクリートを打設する場合は、プレキャスト工場で予め行うが、但し、工事現場で行ってもよい。   The present invention provides a framework of a column structure using a spiral bar, and the column structure is formed by surrounding concrete with a formwork and placing concrete. When placing concrete, it is performed in advance at a precast factory, but may be performed at a construction site.

この考案においては、鉄筋を巻いて形成し、内部に補強鉄筋を設けた第1らせん筋と第2らせん筋とを連結して構成するか、もしくは補助らせん体をさらに設けて柱構造体の骨組みを構成し、構造全体の鉄筋の使用量を減少させ、工事の効率を高めるとともに、選択的に構造上の強度を容易に補強でき、また柱構造体の形状を変化させることのできる柱構造体の骨組みを提供するという目的を達成した。   In this device, the first and second spiral bars, each of which is formed by winding a reinforcing bar and provided with reinforcing reinforcing bars inside, are connected, or an auxiliary spiral body is further provided to provide a framework of the column structure. Column structure that can reduce the amount of reinforcing bars used in the entire structure, increase the efficiency of construction, easily reinforce the strength of the structure selectively, and can change the shape of the column structure Achieved the goal of providing a framework.

また、この考案においては、サイズの太いらせん筋を用いて柱構造を構成する。即ち、直径が190cm以下にならないらせん筋であって、線径が♯4から♯10の間のものを採用する。
係るらせん筋を用いた柱構造体の骨組みについて、その構造と特徴を説明するために、具体的な実施例を挙げ、図示を参照にして以下に詳述する。
Moreover, in this device, a column structure is formed using a thick spiral line having a large size. That is, a spiral line whose diameter does not become 190 cm or less and whose wire diameter is between # 4 and # 10 is adopted.
In order to explain the structure and characteristics of the frame structure of the column structure using the helical muscle, a specific example will be given and described in detail below with reference to the drawings.

図1aから図1bに開示するこの考案のらせん筋を用いた柱構造体の骨組み100、第1らせん筋200と、第2らせん筋300と、補強鉄筋700とによって構成する。 The structure of the column structure 100 using the spiral muscle of the present invention disclosed in FIGS. 1 a to 1 b, the first spiral muscle 200, the second spiral muscle 300, and the reinforcing reinforcing bar 700.

第1らせん筋200と第2らせん筋300は、鉄筋を線輪状に巻いてなり、円形を描くそれぞれの鉄筋の間に隙間210、310がそれぞれ形成される。また、第1らせん筋200の外周の第2らせん筋300側の一端を連結側220とする。 The first spiral bar 200 and the second spiral bar 300 are formed by winding reinforcing bars in a ring shape, and gaps 210 and 310 are formed between the reinforcing bars that draw a circle. One end of the outer periphery of the first spiral muscle 200 on the second spiral muscle 300 side is a connection side 220.

第1らせん筋200と第2らせん筋300は、互いの軸方向が平行するように設置し、第1らせん筋200の連結側220を第2らせん筋300の一部と重ね合わせて、重複領域400を形成する。この場合、第1らせん筋200を構成する鉄筋の連結側220の部分が第2らせん筋300の隙間310に挿入され、第2らせん筋300を構成する鉄筋の一部も第1らせん筋の隙間210に挿入され、互いに重なり合った状態となる。この状態において第1らせん筋200と第3らせん筋300との鉄筋が交錯する箇所を溶接、または繋着、もしくはその他適宜な方法で接続する。 The first spiral muscle 200 and the second spiral muscle 300 are installed so that their axial directions are parallel to each other, and the connection side 220 of the first spiral muscle 200 is overlapped with a part of the second spiral muscle 300 to overlap the region. 400 is formed. In this case, the portion on the connecting side 220 of the reinforcing bar constituting the first helical bar 200 is inserted into the gap 310 of the second helical bar 300, and a part of the reinforcing bar constituting the second helical bar 300 is also included in the gap of the first helical bar 300. They are inserted into 210 and overlap each other. In this state, the places where the reinforcing bars of the first helical bar 200 and the third helical bar 300 cross each other are welded, connected, or connected by other appropriate methods.

一方では、第1らせん筋200と第2らせん筋300の内側には、予め補強鉄筋700を設ける。補強鉄筋700は、第1らせん筋200と第2らせん筋300の構造上の補強を目的とするとともに、上述する重複領域400の範囲を限定する作用も有する。即ち、第1らせん筋200と第2らせん筋300の外周の一部が重なり合う範囲を限定する2本の補強鉄筋を第1らせん筋200と第2らせん筋300の内側にそれぞれ2本ずつ軸方向に沿って設けるとともに、その他第1らせん筋200と第2らせん筋300の内側の適宜な位置に少なくとも1以上補強のみを目的として設ける。   On the other hand, a reinforcing bar 700 is provided in advance inside the first spiral bar 200 and the second spiral bar 300. The reinforcing reinforcing bar 700 is intended to reinforce the structure of the first helical bar 200 and the second helical bar 300, and also has an action of limiting the range of the overlapping region 400 described above. That is, two reinforcing reinforcing bars that limit the overlapping range of the outer circumferences of the first spiral bar 200 and the second spiral bar 300 are arranged in the axial direction, two inside each of the first spiral bar 200 and the second spiral bar 300. And at least one or more other appropriate positions inside the first spiral muscle 200 and the second spiral muscle 300 are provided only for the purpose of reinforcement.

補強鉄筋700は、同様に繋着、もしくはその他適宜な方法で接続する。 The reinforcing steel bars 700 are similarly connected or connected by other appropriate methods.

上述するらせん筋を用いた柱構造体の骨組みは、図1cに開示するように、外周の形状に沿って型枠を設けてコンクリートを打設すると、断面が多辺形を呈する柱構造体が得られる。当然のことながら、型枠の形状を変えることにょって、例えば断面が楕円形、長方形などを呈する柱構造体が得られる。   As shown in FIG. 1c, the frame structure of the column structure using the spiral streaks described above is a column structure having a polygonal cross section when a formwork is provided along the shape of the outer periphery and concrete is placed. can get. As a matter of course, by changing the shape of the formwork, for example, a columnar structure having a cross section of an ellipse, a rectangle or the like can be obtained.

実施例において、隙間210の幅は隙間310の幅と同等とする。よって、第1らせん筋200と第2らせん筋300とを重ね合わせた場合、第1らせん筋200を構成する鉄筋と、第2らせん筋300を構成する鉄筋とが互い違いに重なり合う。但し、設計上の必要から、隙間210の幅を隙間310と異なる幅にしてもよい。例えば、1つの第2らせん筋300の隙間310に、第1らせん筋200の隙間210を2つ構成する第1らせん筋200の鉄筋の外周枠が挿入できるように変更してもよい。係る変更は、2つのらせん筋の外周枠の一部を重ね合わせて、複合構造を具える柱構造体の骨組みを得るというこの考案の目的を達成ために不可欠な要素ではないため、詳述しない。 In the embodiment, the width of the gap 210 is equal to the width of the gap 310. Therefore, when the 1st spiral muscle 200 and the 2nd spiral muscle 300 are piled up, the reinforcing bar which constitutes the 1st spiral muscle 200 and the reinforcing bar which constitutes the 2nd spiral muscle 300 are alternately overlapped. However, the width of the gap 210 may be different from that of the gap 310 due to design requirements. For example, the outer peripheral frame of the reinforcing bars of the first spiral bars 200 constituting the two gaps 210 of the first spiral bars 200 may be changed so as to be inserted into the gap 310 of one second spiral bar 300. Such a change is not an indispensable element for achieving the purpose of the present invention, in which a part of the outer peripheral frame of the two helical muscles is overlapped to obtain a framework of a column structure having a composite structure, and therefore will not be described in detail. .

また、第1らせん筋200と第2らせん筋300は、上述するように鉄筋を線輪状に巻いて形成する。その内径は、第1らせん筋200と第2らせん筋とも同等とする。但し、設計上の必要から異なる内径に変更してもよい。さらに、第1らせん筋200と第2らせん筋は円を描いて巻かれるが、これを楕円、矩形、もしくは多辺形などに変更してもよい。この他、第1らせん筋200、または第2らせん筋300を形成する鉄筋は、一端から他端に向かって直径が細くなる鉄筋を巻いて形成してもよい。これら変更は、2つのらせん筋の外周枠の一部を重ね合わせて、複合構造を具える柱構造体の骨組みを得るというこの考案の目的を達成ために不可欠な要素ではないため、詳述しない。 Moreover, the 1st spiral reinforcement 200 and the 2nd spiral reinforcement 300 are formed by winding a reinforcing bar in a wire ring shape as described above. The inner diameter is the same for both the first spiral muscle 200 and the second spiral muscle. However, the inner diameter may be changed depending on the design needs. Further, the first spiral line 200 and the second spiral line are wound in a circle, but this may be changed to an ellipse, a rectangle, or a polygon. In addition, the reinforcing bars that form the first spiral bar 200 or the second spiral bar 300 may be formed by winding a reinforcing bar whose diameter decreases from one end to the other end. These changes are not indispensable elements for achieving the purpose of the present invention, in which a part of the outer peripheral frame of the two helical muscles is overlapped to obtain a framework of a column structure having a composite structure, and therefore will not be described in detail. .

図2aから図3cに第2の実施例と、その応用の形態を開示する。第2の実施例においては、第1らせん筋200と第2らせん筋300以外に、さらに補助らせん筋500を設ける。補助らせん筋は、柱構造体の補強を要する箇所に選択的に設ける。例えば、第1らせん筋200と第2らせん筋300が重なり合う部分を補強する場合は重複領域400の両側に(図2b)、柱構造体の断面が長方形を呈し、その四隅を補強したい場合は、型枠(図示しない)によって囲まれて形成される長方形の四隅に(図3b)設ける。または、そのいずれに設けて、さらに補強してもよい(図3c)。また、図2b、2c、2dに開示するように、補助らせん筋の内径のサイズを変更することによって、得られる柱構造体の断面の形状を変化させることができる。   A second embodiment and its application form are disclosed in FIGS. 2a to 3c. In the second embodiment, in addition to the first spiral muscle 200 and the second spiral muscle 300, an auxiliary spiral muscle 500 is further provided. The auxiliary spiral bar is selectively provided at a place where the column structure needs to be reinforced. For example, when reinforcing the overlapping portion of the first spiral muscle 200 and the second spiral muscle 300 (FIG. 2b) on both sides of the overlap region 400 (FIG. 2b), when the column structure has a rectangular cross section and wants to reinforce its four corners, Provided at the four corners of a rectangle surrounded by a mold (not shown) (FIG. 3b). Or it may provide in any of them and may further reinforce (Drawing 3c). Further, as disclosed in FIGS. 2b, 2c, and 2d, the shape of the cross section of the obtained columnar structure can be changed by changing the size of the inner diameter of the auxiliary spiral muscle.

補助らせん筋500は、第1らせん筋200、第2らせん筋300と同様に鉄筋を線輪状に巻いて形成し、円形を描く鉄筋の間に形成される隙間の幅を
第1らせん筋200の隙間210、第2らせん筋300ののす木間300と同等にする。また、同様に外周の一端を連結側520とし、内部に補助鉄筋700を設ける。但し、補助らせん筋500においては、敢えて構造上の強度を補強する必要がないので、連結側520に形成される重複領域の範囲を限定する2本の補助鉄筋のみでよい。
The auxiliary spiral bar 500 is formed by winding a reinforcing bar in a ring shape like the first spiral bar 200 and the second spiral bar 300, and the width of the gap formed between the circular bars is defined by the first spiral bar 200. The gap 210 is equal to the length 300 between the second helical muscles 300. Similarly, one end of the outer periphery is a connection side 520 and an auxiliary reinforcing bar 700 is provided inside. However, in the auxiliary spiral bar 500, since it is not necessary to reinforce structural strength, only two auxiliary reinforcing bars that limit the range of the overlapping region formed on the connecting side 520 are required.

補助らせん筋500は、第1の実施例で説明したように第1らせん筋200と第2らせん筋300とを連結した後、同様に連結側520を第1らせん筋200、第2らせん筋300の外周の一部に重ね合わせ、溶接、繋着、またはその他方法で固定する。   As described in the first embodiment, the auxiliary spiral muscle 500 connects the first spiral muscle 200 and the second spiral muscle 300, and similarly connects the connection side 520 to the first spiral muscle 200 and the second spiral muscle 300. It is superposed on a part of the outer periphery of the steel plate, fixed by welding, joining, or other methods.

図2bは、補強らせん筋500を、第1らせん筋200と第2らせん筋300の外周の一部が重なり合う重複領域400の両側に設ける、即ち、補助らせん筋の外周一部を第1らせん筋200の210と、第2らせん筋300隙間310に挿入して固定する。この場合、補助らせん筋500の外周の一部が重複領域400の一部と重なり合い、交錯領域600が形成される。   FIG. 2 b shows that the reinforcing spiral muscles 500 are provided on both sides of the overlap region 400 where the outer circumferences of the first spiral muscle 200 and the second spiral muscle 300 overlap, that is, the outer circumference part of the auxiliary spiral muscle is provided in the first spiral muscle. It inserts in 210 of 200 and the 2nd spiral muscle 300 clearance gap 310, and fixes. In this case, a part of the outer periphery of the auxiliary spiral bar 500 overlaps with a part of the overlapping region 400, and the crossing region 600 is formed.

また、図2bの実施形態においては、断面が楕円形を呈する柱構造体をえるために、補助らせん筋500は直径を広くして、第1らせん筋200と第2らせん筋300とを連結した状態において、それぞれの外周の一端を結ぶ線より外側に外周の一端が位置するよう設ける。かかる骨組みの外周にそって型枠を設けコンクリートを打設けると、断面が楕円形を呈し、かつ第1らせん筋200と第3らせん筋300の連結部が補強された柱構造体が得られる。   In addition, in the embodiment of FIG. 2b, in order to obtain a columnar structure having an elliptical cross section, the auxiliary spiral muscle 500 is widened to connect the first spiral muscle 200 and the second spiral muscle 300. In the state, one end of the outer periphery is provided outside the line connecting the one end of each outer periphery. When a formwork is provided along the outer periphery of such a framework and concrete is applied, a column structure having a cross section of an ellipse and a reinforced connection between the first spiral bar 200 and the third spiral bar 300 is obtained.

図2c、図2dに開示する実施の形態においては、図2bに開示する実施の形態と同様に補助らせん筋500を設ける。但し、補助らせん筋500の直径をやや狭くして、第1らせん筋200と第2らせん筋300とを連結した状態において、それぞれの外周の一端を結ぶ線上に外側に外周の一端が位置するよう設ける。かかる骨組みの外周にそって型枠を設けコンクリートを打設けると、断面がR角を有する長方形(図2c)、または多辺形断面を呈し、かつ第1らせん筋200と第3らせん筋300の連結部が補強された柱構造体が得られる。   In the embodiment disclosed in FIGS. 2c and 2d, the auxiliary spiral muscle 500 is provided in the same manner as the embodiment disclosed in FIG. 2b. However, in a state where the diameter of the auxiliary spiral muscle 500 is slightly narrowed and the first spiral muscle 200 and the second spiral muscle 300 are connected, one end of the outer periphery is positioned on the outer side on the line connecting the ends of the respective outer periphery. Provide. When a formwork is provided along the outer periphery of such a framework and concrete is placed, the cross section has a rectangular shape with an R angle (FIG. 2c) or a polygonal cross section, and the first spiral muscle 200 and the third spiral muscle 300 A column structure with a reinforced connection is obtained.

図3a、図3bに開示する実施の形態は、断面が長方形を呈する柱構造体の四隅を補強したい場合の骨組みの構造であって、型枠によって形成される長方形の四隅にそれぞれ補助らせん体500を設ける。即ち、第1らせん筋200の外周の一部と、第2らせん筋300の外周の一部とに補助らせん筋500の連結側520に重ね合わせ、型枠によって囲まれ形成される長方形の対角線上であって、かつ該長方形の四隅の位置に、いずれも補助らせん筋500が存在するように設けて固定する。   The embodiment disclosed in FIG. 3A and FIG. 3B is a frame structure in the case where it is desired to reinforce the four corners of the columnar structure having a rectangular cross section, and each of the auxiliary spiral bodies 500 is formed at the four rectangular corners formed by the formwork. Is provided. That is, on the diagonal line of the rectangle formed by being overlapped with the connecting side 520 of the auxiliary spiral bar 500 on the part of the outer periphery of the first spiral bar 200 and the part of the outer periphery of the second spiral bar 300 and surrounded by the formwork. In addition, the auxiliary spiral streaks 500 are provided and fixed at the four corners of the rectangle.

また、断面が長方形を呈する柱構造体の強度をさらに補強したい場合は、図3cに開示するように、型枠によってかこまれて形成される長方形の四隅以外に、第1らせん筋200と第2らせん筋300とが重なり合う重複領域400の両側にも補助らせん筋500を設ける。   Further, when it is desired to further reinforce the strength of the columnar structure having a rectangular cross section, as disclosed in FIG. 3c, in addition to the four corners of the rectangle formed by being bitten by the mold, the first spiral bars 200 and the second spiral bars The auxiliary spiral muscles 500 are also provided on both sides of the overlapping region 400 where the spiral muscles 300 overlap.

上述する補助らせん筋500は、第1らせん筋200、第2らせん筋300と同様に、線輪状に形成する以外に、その他形状にしてもよく、鉄筋間の隙間を適宜に変更してもよい。さらに鉄筋の直径を不均一にしてもよい。これら変更は、柱構造体の断面の形状に合わせて補強強度を補強するという補助らせん筋500の目的を達成ために不可欠な要素ではないため、詳述しない。 Similar to the first spiral muscle 200 and the second spiral muscle 300, the auxiliary spiral muscle 500 described above may be formed in other shapes, and the gap between the reinforcing bars may be changed as appropriate. . Furthermore, you may make the diameter of a reinforcing bar non-uniform | heterogenous. These changes are not indispensable elements for achieving the purpose of the auxiliary spiral bar 500 that reinforces the reinforcing strength in accordance with the cross-sectional shape of the column structure, and thus will not be described in detail.

この考案によれば、柱構造体が好ましい構造上の強度が得られるとともに、設計上の必要に応じて選択的に強度を補強することができ、かつ形状を変更することができる。よって、鉄筋の全体的な使用量を減少させることができる。   According to this device, the structural strength of the pillar structure can be obtained, the strength can be selectively reinforced as required in design, and the shape can be changed. Therefore, the overall usage of the reinforcing bars can be reduced.

以上はこの発明の好ましい実施例であって、この発明の実施の範囲を限定するものではない。よって、当業者のなし得る修正、もしくは変更であって、この発明の精神の下においてなされ、この発明に対して均等の効果を有するものは、いずれも本発明の特許請求の範囲に属するものとする。   The above are preferred embodiments of the present invention, and do not limit the scope of the present invention. Therefore, any modifications or changes that can be made by those skilled in the art, which are made within the spirit of the present invention and have an equivalent effect on the present invention, shall belong to the scope of the claims of the present invention. To do.

この考案における第1らせん筋と第2らせん筋とを示した斜視図である(実施例1)。It is the perspective view which showed the 1st spiral muscle and the 2nd spiral muscle in this device (Example 1). 図1aに開示する第1らせん筋と第2らせん筋とを組み合わせた状態を示した説明図である。It is explanatory drawing which showed the state which combined the 1st spiral muscle and the 2nd spiral muscle which are disclosed by FIG. 1a. 図1aに開示する第1らせん筋と第2らせん筋とを組み合わせた状態と、型枠に囲まれて形成される形状を示した平面説明図である。It is the plane explanatory view which showed the shape formed in the state which combined the 1st spiral muscle and the 2nd spiral muscle which are disclosed by FIG. 第2の実施例による柱構造体の骨組みを示した斜視図である。It is the perspective view which showed the framework of the column structure by a 2nd Example. 図2aに開示する骨組みと、型枠に囲まれて形成される形状を示した平面説明図である。It is the plane explanatory drawing which showed the shape disclosed by the frame disclosed in FIG. 2a, and a formwork. 図2aに開示する実施例で、型枠に囲まれて形成される形状がR角を有する長方形である場合の平面説明図である。FIG. 2B is an explanatory plan view of the embodiment disclosed in FIG. 2A when the shape formed by being surrounded by the mold is a rectangle having an R angle. 図2aに開示する実施例で、型枠に囲まれて形成される形状が多辺形である場合の平面説明図であるFIG. 2B is an explanatory plan view of the embodiment disclosed in FIG. 2A when the shape formed by the frame is a polygon. 補助らせん筋を用いた他の実施の形態の骨組みを示した斜視図である。It is the perspective view which showed the framework of other embodiment using an auxiliary spiral muscle. 図3aに開示する第1らせん筋と第2らせん筋と補助らせん筋とを組み合わせた状態と、型枠に囲まれて形成される形状を示した平面説明図である。FIG. 3B is an explanatory plan view illustrating a state in which the first spiral muscle, the second spiral muscle, and the auxiliary spiral muscle disclosed in FIG. 図3aに開示する第1らせん筋と第2らせん筋と補助らせん筋とを組み合わせた骨組みに、さらに補助らせん筋を追加した状態と、型枠に囲まれて形成される形状を示した平面説明図である。3A is a plan view showing a state in which an auxiliary spiral muscle is further added to the frame obtained by combining the first spiral muscle, the second spiral muscle, and the auxiliary spiral muscle disclosed in FIG. FIG.

符号の説明Explanation of symbols

100 柱構造体の骨組み
200 第1らせん筋
210 隙間
220 連結側
300 第1らせん筋
310 隙間
400 重複領域
500 補助らせん筋
510 連結側
600 交錯領域
700 補強鉄筋
DESCRIPTION OF SYMBOLS 100 Frame structure 200 First spiral muscle 210 Gap 220 Connection side 300 First spiral muscle 310 Gap 400 Overlapping region 500 Auxiliary spiral muscle 510 Connection side 600 Intersection region 700 Reinforcement reinforcing bar

Claims (4)

鉄筋を巻いて形成する第1らせん筋と、
鉄筋を巻いて形成する第2らせん筋と、
該らせん筋の内側に設けられる複数の補強鉄筋とによってなる柱構造体の骨組みであって、
該第1らせんの該第2らせん筋側の一端を連結側として、該第1らせん筋を構成する鉄筋の該連結側の部分を該第2らせん筋を構成する鉄筋の隙間に挿入して、該第1らせん筋の一部と該第2らせん筋の一部とが重なり合う重複領域を形成し、
該複数の補強鉄筋は、該第1らせん筋と該第2らせん筋の内側であって、該重複領域の範囲を限定する位置にそれぞれ軸方向に沿って設けるとともに、該第1らせん筋と該第2らせん筋の内側であって、該重複領域の範囲を限定する位置以外の適宜な位置にも選択的に設けられ、
該第1らせん筋と該第2らせん筋と、該補強鉄筋とを、それぞれ溶接、繋着、もしくはその他方法で接続することを特徴とするらせん筋を用いた柱構造体の骨組み。
A first spiral formed by winding a reinforcing bar,
A second spiral formed by winding a reinforcing bar,
A framework of a column structure composed of a plurality of reinforcing reinforcing bars provided inside the spiral bar,
With one end of the first spiral of the second spiral muscle side as a coupling side, the portion of the coupling side of the reinforcing bar constituting the first spiral muscle is inserted into the gap of the reinforcing bar constituting the second spiral muscle, Forming an overlapping region in which a part of the first helical muscle and a part of the second helical muscle overlap;
The plurality of reinforcing reinforcing bars are provided along the axial direction inside the first spiral bars and the second spiral bars, respectively, at positions that limit the range of the overlapping region, and the first spiral bars and the It is selectively provided at an appropriate position inside the second spiral line, other than the position that limits the range of the overlapping region,
A frame structure of a column structure using a spiral bar, wherein the first spiral bar, the second spiral bar, and the reinforcing reinforcing bar are connected by welding, joining, or other methods, respectively.
前記柱構造の骨組みが、鉄筋を巻いてなり、外周の一端を連結側とするとともに、内部に該連結側が他のらせん筋に重なり合う範囲を限定する該補強鉄筋を設けてなる複数の補助らせん筋をさらに具え、
該補助らせん筋の連結側を、該重複領域の両側にそれぞれ重ね合わせるか、もしくは該第1らせん筋と該第2らせん筋の外周の適宜な位置に重ね合わせるか、もしくは該重複領域の両側と該第1らせん筋と該第2らせん筋の外周の適宜な位置とに重ね合わせて接続することを特徴とする請求項1に記載のらせん筋を用いた柱構造体の骨組み。
A plurality of auxiliary spiral bars in which the framework of the column structure is formed by winding reinforcing bars, and one end of the outer periphery is a connecting side, and the reinforcing bars that limit the range in which the connecting side overlaps with other spiral bars are provided inside Further comprising
The connecting sides of the auxiliary spiral muscles are overlapped on both sides of the overlapping region, or are overlapped at appropriate positions on the outer circumferences of the first and second spiral muscles, or on both sides of the overlapping region. The frame structure of the column structure using the spiral muscle according to claim 1, wherein the frame structure is connected to the first spiral muscle and an appropriate position on the outer circumference of the second spiral muscle.
前記第1らせん筋と第2らせん筋とが、いずれも線輪状に巻かれることを特徴とする請求項1に記載のらせん筋を用いた柱構造体の骨組み。 The framework of the column structure using the spiral muscle according to claim 1, wherein both the first spiral muscle and the second spiral muscle are wound in a ring shape. 前記補助らせん筋が、線輪状に巻かれることを特徴とする請求項2に記載のらせん筋を用いた柱構造体の骨組み。 The framework of the column structure using the spiral muscle according to claim 2, wherein the auxiliary spiral muscle is wound in a wire ring shape.
JP2007000863U 2007-02-14 2007-02-14 Frame structure of a column structure using helical muscles Expired - Lifetime JP3131259U (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2021075943A (en) * 2019-11-12 2021-05-20 清水建設株式会社 Box culvert
CN114575619A (en) * 2022-04-13 2022-06-03 安徽恩达建筑工程有限公司 Frame beam prestress reinforcing device and construction method thereof

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2021075943A (en) * 2019-11-12 2021-05-20 清水建設株式会社 Box culvert
JP7376324B2 (en) 2019-11-12 2023-11-08 清水建設株式会社 box culvert
CN114575619A (en) * 2022-04-13 2022-06-03 安徽恩达建筑工程有限公司 Frame beam prestress reinforcing device and construction method thereof
CN114575619B (en) * 2022-04-13 2023-08-29 安徽恩达建筑工程有限公司 Frame beam prestress reinforcing device and construction method thereof

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