JP2020186538A - Shape holding mechanism, installation device for strand reinforcement cage and installation method for strand reinforcement cage - Google Patents

Shape holding mechanism, installation device for strand reinforcement cage and installation method for strand reinforcement cage Download PDF

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JP2020186538A
JP2020186538A JP2019089988A JP2019089988A JP2020186538A JP 2020186538 A JP2020186538 A JP 2020186538A JP 2019089988 A JP2019089988 A JP 2019089988A JP 2019089988 A JP2019089988 A JP 2019089988A JP 2020186538 A JP2020186538 A JP 2020186538A
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strand
reinforcing bar
bar cage
beam member
cage
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JP7194074B2 (en
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恵史 三室
Keiji Mimuro
恵史 三室
良至 亀井
Yoshiyuki Kamei
良至 亀井
山野辺 慎一
Shinichi Yamanobe
慎一 山野辺
河野 哲也
Tetsuya Kono
哲也 河野
宏延 林
Kying-Jeong Yim
宏延 林
吉田 裕亮
Hirosuke Yoshida
裕亮 吉田
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Kajima Corp
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Kajima Corp
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Abstract

To provide a shape holding mechanism, an installation device for a strand reinforcement cage and an installation method for the strand reinforcement cage capable of holding a shape of the strand reinforcement cage to prevent its deformation when raising it up from a horizontal state to a vertical state.SOLUTION: A method uses a shape holding mechanism 3 comprising: an insertion frame 5 configured to secure a beam member 5b on a frame body 5a, a movable member 7a connected to the frame body 5a, and an end part holding mechanism 31 connected to the beam member 5b; and an installation device 1 provided with a column 9 secured on the beam member 5b and a cylinder 13 to raise up the column 9. Then, inserting the frame body 5a arranged horizontally to a strand reinforcement cage 27 to move the movable member 7a to a direction where a distance from the frame body 5a becomes larger, expands and deploys the strand reinforcement cage 27 in a pile hole 33 through raising the frame body 5a with the cylinder 13 in a state of holding a cross-sectional shape of the strand reinforcement cage 27.SELECTED DRAWING: Figure 3

Description

本発明は、ストランド鉄筋籠の形状保持機構、ストランド鉄筋籠の建て込み装置及びストランド鉄筋籠の建て込み方法に関するものである。 The present invention relates to a mechanism for maintaining the shape of a strand reinforcing bar cage, a device for building a strand reinforcing bar cage, and a method for building a strand reinforcing bar cage.

従来、場所打ち杭を構築する際には、補強筋として鉄筋籠が用いられている。杭の建設予定位置の上方の空間に制限がある場合には、主筋であるPC鋼より線を螺旋状に曲げて長さを縮めたストランド鉄筋籠を用い、ストランド鉄筋籠を杭孔付近で水平な状態から垂直な状態に回転させた後、杭孔内に伸展する方法が提案されている(例えば、特許文献1参照)。 Conventionally, when constructing cast-in-place piles, a reinforcing bar cage has been used as a reinforcing bar. If there is a limit to the space above the planned construction position of the pile, use a strand rebar cage with the main bar PC steel stranded wire bent in a spiral to shorten the length, and place the strand rebar cage horizontally near the pile hole. A method has been proposed in which the pile is rotated from a normal state to a vertical state and then extended into a pile hole (see, for example, Patent Document 1).

特開2006−283286号公報Japanese Unexamined Patent Publication No. 2006-283286

しかしながら、ストランド鉄筋籠はフレキシブルな性状を持つため、水平な状態から垂直な状態に立て起こす際に帯鉄筋の位置がずれて鉄筋籠が変形する場合がある。帯鉄筋の位置がずれると、ストランド鉄筋籠の伸展に支障が生じる可能性がある。 However, since the strand rebar cage has a flexible property, the position of the rebar band may shift and the rebar cage may be deformed when the rebar cage is raised from a horizontal state to a vertical state. Misalignment of the rebar may interfere with the extension of the strand rebar cage.

本発明は、前述した問題点に鑑みてなされたものであり、その目的とすることは、水平な状態から垂直な状態に立て起こす際にストランド鉄筋籠の形状を保持して変形を防止できる形状保持機構、ストランド鉄筋籠の建て込み装置及びストランド鉄筋籠の建て込み方法を提供することである。 The present invention has been made in view of the above-mentioned problems, and an object of the present invention is a shape that can maintain the shape of the strand rebar cage and prevent deformation when it is raised from a horizontal state to a vertical state. It is an object of the present invention to provide a holding mechanism, a device for building a strand reinforcing bar cage, and a method for building a strand reinforcing bar cage.

前述した目的を達成するために第1の発明は、ストランド鉄筋籠の形状保持機構であって、前記ストランド鉄筋籠に内挿されるフレーム本体と、前記フレーム本体の一端に固定された梁部材とを有する内挿フレームと、前記フレーム本体からの距離が可変であるように前記フレーム本体に連結され、前記ストランド鉄筋籠の断面形状を円形に保持する可動部材と、前記梁部材に一端が連結され、前記ストランド鉄筋籠の前記梁部材から遠い側の端部に他端が着脱可能である端部支持機構と、を具備することを特徴とする形状保持機構である。 In order to achieve the above-mentioned object, the first invention is a shape-retaining mechanism for a strand rebar cage, in which a frame body inserted in the strand rebar cage and a beam member fixed to one end of the frame body are provided. An internal frame to be held, a movable member connected to the frame body so that the distance from the frame body is variable, and holding a circular cross-sectional shape of the strand reinforcing bar cage, and one end connected to the beam member. The shape-retaining mechanism is provided with an end support mechanism having a removable end end at an end portion of the strand reinforcing bar cage on the side far from the beam member.

第1の発明の形状保持機構では、ストランド鉄筋籠にフレーム本体を内挿した状態で可動部材のフレーム本体からの距離を大きくすることによって、可動部材を用いてストランド鉄筋籠の断面形状を円形に保持することができる。また、端部支持機構の一端を梁部材に連結し、他端をストランド鉄筋籠の梁部材から遠い側の端部に取り付けることによって、ストランド鉄筋籠の梁部材から遠い側の端部を所定の位置に保持することができる。 In the shape holding mechanism of the first invention, the cross-sectional shape of the strand rebar cage is made circular by using the movable member by increasing the distance of the movable member from the frame body in the state where the frame body is inserted in the strand rebar cage. Can be retained. Further, by connecting one end of the end support mechanism to the beam member and attaching the other end to the end on the side far from the beam member of the strand reinforcing bar cage, the end on the side far from the beam member of the strand reinforcing bar cage is designated. Can be held in position.

前記可動部材は、前記ストランド鉄筋籠の挿入方向に平行な部材であり、前記可動部材を移動させることにより、前記可動部材に平行であり前記フレーム本体の外周側に固定された非可動部材と前記可動部材とを含む外接円の径が拡縮することが望ましい。
非可動部材と可動部材とを含む外接円の径を縮めれば、ストランド鉄筋籠にフレーム本体を容易に内挿することができる。また、非可動部材と可動部材とを含む外接円の径を広げれば、非可動部材と前記可動部材とでストランド鉄筋籠の断面形状を確実に円形に保持することができる。
The movable member is a member parallel to the insertion direction of the strand reinforcing bar cage, and by moving the movable member, a non-movable member parallel to the movable member and fixed to the outer peripheral side of the frame body and the above. It is desirable that the diameter of the circumscribed circle including the movable member is expanded or contracted.
By reducing the diameter of the circumscribed circle including the non-movable member and the movable member, the frame body can be easily interpolated into the strand reinforcing bar cage. Further, if the diameter of the circumscribed circle including the non-movable member and the movable member is increased, the cross-sectional shape of the strand reinforcing bar cage can be reliably held in a circular shape between the non-movable member and the movable member.

前記端部支持機構が、前記梁部材から巻き出される線材と、前記線材の端部に設けられた回転治具と、前記ストランド鉄筋籠の前記梁部材から遠い側の端部に固定され、前記回転治具に連結された枠材と、からなることが望ましい。
このような端部支持機構を用いれば、ストランド鉄筋籠の梁部材から遠い側の端部の回転が妨げられない。
The end support mechanism is fixed to a wire rod unwound from the beam member, a rotating jig provided at the end portion of the wire rod member, and an end portion of the strand reinforcing bar cage on the side far from the beam member. It is desirable that it consists of a frame material connected to a rotating jig.
By using such an end support mechanism, the rotation of the end on the side far from the beam member of the strand reinforcing bar cage is not hindered.

第2の発明は、ストランド鉄筋籠に内挿されるフレーム本体と、前記フレーム本体の一端に固定された梁部材とを有する内挿フレームと、前記フレーム本体からの距離が可変であるように前記フレーム本体に連結され、前記ストランド鉄筋籠の断面形状を円形に保持する可動部材と、前記梁部材に一端が連結され、前記ストランド鉄筋籠の前記梁部材から遠い側の端部に他端が着脱可能である端部支持機構とからなる形状保持機構と、一端が前記梁部材に固定され、他端がヒンジ部を介して台車に連結された支柱と、前記ヒンジ部を中心として前記支柱を回転させる立て起こし手段と、を具備することを特徴とするストランド鉄筋籠の建て込み装置である。 The second invention is an internal frame having a frame main body inserted in a strand reinforcing bar cage, a beam member fixed to one end of the frame main body, and the frame so that the distance from the frame main body is variable. A movable member that is connected to the main body and holds the cross-sectional shape of the strand rebar cage in a circular shape, and one end that is connected to the beam member and the other end that is detachable from the end of the strand rebar cage that is far from the beam member. A shape-retaining mechanism including an end support mechanism, a support column having one end fixed to the beam member and the other end connected to a carriage via a hinge portion, and the support column being rotated around the hinge portion. It is a device for building a strand reinforcing bar cage, which is characterized by having a means for raising it.

第2の発明の建て込み装置では、第1の発明の形状保持機構を用いてストランド鉄筋籠の形状を保持した状態で、形状保持機構に固定された支柱をヒンジ部を中心として回転させる。これにより、ストランド鉄筋籠の断面形状の変形を防止しつつ、ストランド鉄筋籠を水平な状態から垂直な状態に立て起こすことができる。 In the built-in device of the second invention, the support column fixed to the shape holding mechanism is rotated around the hinge portion while holding the shape of the strand reinforcing bar cage by using the shape holding mechanism of the first invention. As a result, the strand rebar cage can be raised from a horizontal state to a vertical state while preventing deformation of the cross-sectional shape of the strand rebar cage.

第3の発明は、ストランド鉄筋籠に内挿されるフレーム本体と、前記フレーム本体の一端に固定された梁部材とを有する内挿フレームと、前記フレーム本体からの距離が可変であるように前記フレーム本体に連結され、前記ストランド鉄筋籠の断面形状を円形に保持する可動部材と、前記梁部材に一端が連結され、前記ストランド鉄筋籠の前記梁部材から遠い側の端部に他端が着脱可能である端部支持機構とからなる形状保持機構と、一端が前記梁部材に固定され、他端がヒンジ部を介して台車に連結された支柱と、前記ヒンジ部を中心として前記支柱を回転させる立て起こし手段と、を具備する建て込み装置を用い、水平方向に配置された状態の前記フレーム本体を、前記ストランド鉄筋籠に内挿する工程aと、前記可動部材を前記距離が大きくなるように移動させて前記ストランド鉄筋籠の断面形状を円形に保持し、前記ストランド鉄筋籠の前記梁部材から遠い側の端部に前記端部支持機構の他端を取り付ける工程bと、前記建て起こし手段で前記支柱を回転させることにより前記フレーム本体を鉛直方向に立て起こして、前記ストランド鉄筋籠を杭孔上に配置する工程cと、前記ストランド鉄筋籠を前記杭孔内に伸展させ、前記端部支持機構による前記梁部材と前記ストランド鉄筋籠の前記梁部材から遠い側の端部との連結を解除する工程dと、を具備することを特徴とするストランド鉄筋籠の建て込み方法である。 The third invention is an internal frame having a frame main body inserted in the strand reinforcing bar cage, a beam member fixed to one end of the frame main body, and the frame so that the distance from the frame main body is variable. A movable member that is connected to the main body and holds the cross-sectional shape of the strand rebar cage in a circular shape, and one end that is connected to the beam member and the other end that can be attached to and detached from the end of the strand rebar cage that is far from the beam member. A shape-retaining mechanism including an end support mechanism, a strut in which one end is fixed to the beam member and the other end is connected to a carriage via a hinge portion, and the strut is rotated around the hinge portion. A step a of inserting the frame main body in a horizontally arranged state into the strand reinforcing bar cage by using a building device including an upright means, and the movable member so that the distance becomes large. In the step b of moving to hold the cross-sectional shape of the strand rebar cage in a circular shape and attaching the other end of the end support mechanism to the end of the strand rebar cage on the side far from the beam member, and the erecting means. The step c of raising the frame body in the vertical direction by rotating the support column and arranging the strand reinforcing bar cage on the pile hole, and extending the strand reinforcing bar cage into the pile hole to support the end portion. A method for building a strand rebar cage, which comprises a step d of disconnecting the beam member and the end portion of the strand rebar cage on the side far from the beam member by a mechanism.

第3の発明では、第2の発明の建て込み装置を用いてストランド鉄筋籠の断面形状を保持した状態でフレーム本体を水平な状態から垂直な状態に立て起こして、ストランド鉄筋籠を杭孔内に伸展させる。これにより、ストランド鉄筋籠の断面形状の変形を防止しつつ、ストランド鉄筋籠を立て起こして杭孔内に円滑に伸展させることができる。 In the third invention, the frame body is raised from the horizontal state to the vertical state while maintaining the cross-sectional shape of the strand reinforcing bar cage by using the building device of the second invention, and the strand reinforcing bar cage is placed in the pile hole. To extend to. As a result, the strand reinforcing bar cage can be raised upright and smoothly extended into the pile hole while preventing the cross-sectional shape of the strand reinforcing bar cage from being deformed.

前記工程bと前記工程cとの間に、前記台車を前記杭孔近傍に移動させることが望ましい。
これにより、充分な作業空間を確保できる場所でストランド鉄筋籠を形状保持機構に挿通した後、ストランド鉄筋籠を杭孔近傍に移動させることができる。
It is desirable to move the dolly to the vicinity of the pile hole between the step b and the step c.
Thereby, after inserting the strand reinforcing bar cage into the shape holding mechanism in a place where a sufficient working space can be secured, the strand reinforcing bar cage can be moved to the vicinity of the pile hole.

本発明によれば、水平な状態から垂直な状態に立て起こす際にストランド鉄筋籠の形状を保持して変形を防止できる形状保持機構、ストランド鉄筋籠の建て込み装置及びストランド鉄筋籠の建て込み方法を提供できる。 According to the present invention, a shape-retaining mechanism capable of holding the shape of a strand rebar cage and preventing deformation when standing up from a horizontal state to a vertical state, a strand rebar cage building device, and a method for building a strand rebar cage. Can be provided.

建て込み装置1を示す図。The figure which shows the building-in device 1. 建て込み装置1にストランド鉄筋籠27を設置する前の状態を示す図。The figure which shows the state before installing the strand reinforcing bar cage 27 in the building-in device 1. 建て込み装置1にストランド鉄筋籠27を設置した状態を示す図。The figure which shows the state which installed the strand reinforcing bar cage 27 in the building-in device 1. ストランド鉄筋籠27を杭孔33上に配置した状態を示す図。The figure which shows the state which arranged the strand reinforcing bar cage 27 on the pile hole 33. ストランド鉄筋籠27の伸展を開始した状態を示す図。The figure which shows the state which started the extension of the strand reinforcing bar cage 27. ストランド鉄筋籠27の伸展が完了した状態を示す図。The figure which shows the state which the extension of the strand reinforcing bar cage 27 is completed. ストランド鉄筋籠27を吊鉄筋37で受け替えた状態を示す図。The figure which shows the state which replaced the strand reinforcing bar cage 27 with the hanging reinforcing bar 37. 建て込み装置1を退避させた状態を示す図。The figure which shows the state which retracted the building-in device 1.

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.

図1は建て込み装置1を示す図である。図1(a)は、建て込み装置1の側面図、図1(b)は、建て込み装置1を図1(a)の右方向から見た立面図である。 FIG. 1 is a diagram showing a built-in device 1. 1 (a) is a side view of the built-in device 1, and FIG. 1 (b) is an elevational view of the built-in device 1 as viewed from the right side of FIG. 1 (a).

図2は、建て込み装置1にストランド鉄筋籠27を設置する前の状態を示す図である。図2(a)は、建て込み装置1およびストランド鉄筋籠27の側面図、図2(b)はストランド鉄筋籠27を図2(a)の右方向から見た図である。 FIG. 2 is a diagram showing a state before installing the strand reinforcing bar cage 27 in the building device 1. FIG. 2A is a side view of the building device 1 and the strand reinforcing bar cage 27, and FIG. 2B is a view of the strand reinforcing bar cage 27 viewed from the right side of FIG. 2A.

図3は、建て込み装置1にストランド鉄筋籠27を設置した状態を示す図である。図3(a)は建て込み装置1およびストランド鉄筋籠27の側面図、図3(b)は建て込み装置1およびストランド鉄筋籠27を図3(a)の右方向から見た図である。 FIG. 3 is a diagram showing a state in which the strand reinforcing bar cage 27 is installed in the building device 1. FIG. 3A is a side view of the building-in device 1 and the strand reinforcing bar cage 27, and FIG. 3B is a view of the building-in device 1 and the strand reinforcing bar cage 27 viewed from the right side of FIG. 3A.

図2、図3に示すように、主筋であるPC鋼より線等と帯筋とが、主筋が帯筋に対して回転可能となるように結合されたものであり、主筋を螺旋状にすることにより帯筋の配筋間隔が縮められて縮小される。ストランド鉄筋籠27は、主筋を直線状にすることにより帯筋の配筋間隔が拡げられて伸展される。ストランド鉄筋籠27の内部には、補剛のための補強鋼材29が配置される。 As shown in FIGS. 2 and 3, the PC steel stranded wire or the like, which is the main bar, and the band bar are connected so that the main bar can rotate with respect to the band bar, and the main bar is spiraled. As a result, the bar arrangement interval of the band muscles is shortened and reduced. The strand reinforcing bar cage 27 is extended by widening the bar arrangement interval of the band bar by straightening the main bar. A reinforcing steel material 29 for stiffening is arranged inside the strand reinforcing bar cage 27.

図1から図3に示すように、建て込み装置1は、形状保持機構3、支柱9、シリンダ13、ウインチ15、ワイヤロープ17、台車23等からなる。 As shown in FIGS. 1 to 3, the built-in device 1 includes a shape holding mechanism 3, a support column 9, a cylinder 13, a winch 15, a wire rope 17, a bogie 23, and the like.

形状保持機構3は、内挿フレーム5、可動部材7a、非可動部材7b、端部支持機構31(図2(b)参照)等からなる。また、図1(a)に示すように、内挿フレーム5は、ストランド鉄筋籠27に内挿されるフレーム本体5aと、フレーム本体5aの一端に固定された梁部材5bとからなる。フレーム本体5aは、ストランド鉄筋籠27を縮めた時の長さより長い。 The shape holding mechanism 3 includes an interpolating frame 5, a movable member 7a, a non-movable member 7b, an end support mechanism 31 (see FIG. 2B), and the like. Further, as shown in FIG. 1A, the interpolating frame 5 includes a frame body 5a inserted into the strand reinforcing bar cage 27 and a beam member 5b fixed to one end of the frame body 5a. The frame body 5a is longer than the length when the strand reinforcing bar cage 27 is contracted.

可動部材7aは、ストランド鉄筋籠27の挿入方向すなわち内挿フレーム5のフレーム本体5aの長さ方向に平行な部材であり、水平な状態のフレーム本体5aの下面側にピン7c(図1(b)参照)によって連結される。非可動部材7bは、可動部材7aに平行な部材であり、水平な状態のフレーム本体5aの上面側に固定される。可動部材7a、非可動部材7bは、例えば断面が円形の鋼材である。 The movable member 7a is a member parallel to the insertion direction of the strand reinforcing bar cage 27, that is, the length direction of the frame body 5a of the insertion frame 5, and the pin 7c (FIG. 1 (b)) is on the lower surface side of the frame body 5a in a horizontal state. )). The non-movable member 7b is a member parallel to the movable member 7a and is fixed to the upper surface side of the frame body 5a in a horizontal state. The movable member 7a and the non-movable member 7b are, for example, steel materials having a circular cross section.

1本の可動部材7aと2本の非可動部材7bとを含む外接円の径は、ピン7cを中心として可動部材7aを回転移動させてフレーム本体5aからの可動部材7aの距離を変化させることによって拡縮する。すなわち図3(b)において可動部材7aが点線で示す位置にある時は前記の外接円の径を縮めた状態であり、可動部材7aが実線で示す位置にある時は前記の外接円の径を拡げた状態である。可動部材7aにはフレーム本体5aとの距離(可動部材7aの位置)を固定するための図示しない固定装置が設けられる。 The diameter of the circumscribed circle including one movable member 7a and two non-movable members 7b is such that the movable member 7a is rotationally moved around the pin 7c to change the distance of the movable member 7a from the frame body 5a. Scale by. That is, in FIG. 3B, when the movable member 7a is in the position indicated by the dotted line, the diameter of the circumscribed circle is reduced, and when the movable member 7a is in the position indicated by the solid line, the diameter of the circumscribed circle is reduced. It is in a state of being expanded. The movable member 7a is provided with a fixing device (not shown) for fixing the distance from the frame body 5a (the position of the movable member 7a).

図3(a)、図3(b)に示すように、端部支持機構31は、ワイヤロープ17、チェーン固定枠31a、チェーン31b、回転治具31cからなる。ワイヤロープ17は、内挿フレーム5の梁部材5bに連結され、梁部材5bから巻き出される線材である。チェーン固定枠31aは、フレーム本体5aが内挿されたストランド鉄筋籠27の梁部材5bから遠い側の端部(図3参照)の補強鋼材29に固定された枠材である。回転治具31cは、ワイヤロープ17の端部に設けられる。チェーン31bは、一端が回転治具31cに、他端がチェーン固定枠31aに対して着脱可能である。チェーン31bは、例えば遠隔操作可能な図示しないロック機構によって回転治具31cに連結される。 As shown in FIGS. 3A and 3B, the end support mechanism 31 includes a wire rope 17, a chain fixing frame 31a, a chain 31b, and a rotary jig 31c. The wire rope 17 is a wire rod that is connected to the beam member 5b of the interpolation frame 5 and unwound from the beam member 5b. The chain fixing frame 31a is a frame material fixed to the reinforcing steel material 29 at the end (see FIG. 3) on the side far from the beam member 5b of the strand reinforcing bar cage 27 into which the frame body 5a is inserted. The rotary jig 31c is provided at the end of the wire rope 17. One end of the chain 31b is attached to and detached from the rotating jig 31c, and the other end is attached to and detached from the chain fixing frame 31a. The chain 31b is connected to the rotary jig 31c by, for example, a lock mechanism (not shown) that can be remotely controlled.

補強鋼材29は、形鋼を円形に加工したものであり、ストランド鉄筋籠27内に複数段配置される。複数の補強鋼材29の内径は、図3(b)に示すように1本の可動部材7aと2本の非可動部材7bとを含む外接円の径を拡げた状態において可動部材7aおよび非可動部材7bが複数の補強鋼材29を同程度の力で保持するように統一しておくことが好適である。 The reinforcing steel material 29 is formed by processing shaped steel into a circular shape, and is arranged in a plurality of stages in the strand reinforcing bar cage 27. As shown in FIG. 3B, the inner diameters of the plurality of reinforcing steel materials 29 are the movable member 7a and the non-movable member 7a in a state where the diameter of the circumscribed circle including the one movable member 7a and the two non-movable members 7b is expanded. It is preferable that the member 7b is unified so as to hold the plurality of reinforcing steel materials 29 with the same force.

図1に示すように、支柱9は、一端が形状保持機構3の内挿フレーム5の梁部材5bに固定される。支柱9の他端は、ヒンジ部11を介して台車23に連結される。支柱9のヒンジ部11側の端部には、支柱9と直交する方向の部材である支持台10が固定される。 As shown in FIG. 1, one end of the support column 9 is fixed to the beam member 5b of the insertion frame 5 of the shape holding mechanism 3. The other end of the support column 9 is connected to the carriage 23 via the hinge portion 11. A support base 10, which is a member in a direction orthogonal to the support column 9, is fixed to the end portion of the support column 9 on the hinge portion 11 side.

シリンダ13は、ヒンジ部11を中心として支柱9を回転させる立て起こし手段である。シリンダ13は、一端がピン13aによって台車23上に連結され、他端がピン13bによって支柱9に連結される。 The cylinder 13 is a raising means for rotating the support column 9 around the hinge portion 11. One end of the cylinder 13 is connected to the carriage 23 by a pin 13a, and the other end is connected to the support column 9 by a pin 13b.

ウインチ15は、台車23上に設置される。端部支持機構31と連結されたワイヤロープ17は、梁部材5bに設けられた滑車19bで方向転換されて台車23上に設けられた滑車19aに引っ掛けられ、ウインチ15に接続される。台車23には車輪25が設けられる。 The winch 15 is installed on the carriage 23. The wire rope 17 connected to the end support mechanism 31 is turned around by the pulley 19b provided on the beam member 5b, hooked on the pulley 19a provided on the carriage 23, and connected to the winch 15. Wheels 25 are provided on the carriage 23.

次に、ストランド鉄筋籠27の建て込み方法について説明する。 Next, a method of building the strand reinforcing bar cage 27 will be described.

ストランド鉄筋籠27を建て込むには、建て込み装置1をストランド鉄筋籠27の保管場所近傍に配置する。このとき、図1(a)に示すように、建て込み装置1の内挿フレーム5のフレーム本体5aを水平方向に配置し、支柱9をヒンジ部11と台車23上に設置された架台21とで支持する。また、図1(b)に示すように、建て込み装置1の可動部材7aとフレーム本体5aとの距離小さくし、前記した図示しない固定装置によって可動部材7aの位置を固定する。 In order to build the strand reinforcing bar cage 27, the building device 1 is arranged near the storage location of the strand reinforcing bar cage 27. At this time, as shown in FIG. 1A, the frame body 5a of the interpolating frame 5 of the built-in device 1 is arranged in the horizontal direction, and the columns 9 are arranged with the hinge portion 11 and the gantry 21 installed on the carriage 23. Support with. Further, as shown in FIG. 1B, the distance between the movable member 7a of the building device 1 and the frame body 5a is reduced, and the position of the movable member 7a is fixed by the fixing device (not shown) described above.

そして、図2(a)に示すように、図示しないクレーンの吊り治具26を縮めた状態のストランド鉄筋籠27の内部に通し、ストランド鉄筋籠27を吊り下げる。このとき、図2(a)に示すストランド鉄筋籠27の右側の端部には、図2(b)に示すように、帯筋に補強鋼材29が一体化され、補強鋼材29に端部支持機構31のチェーン固定枠31aが固定されている。 Then, as shown in FIG. 2A, a crane hanging jig 26 (not shown) is passed through the inside of the strand reinforcing bar cage 27 in a contracted state, and the strand reinforcing bar cage 27 is suspended. At this time, as shown in FIG. 2B, the reinforcing steel material 29 is integrated with the reinforcing steel material 29 at the right end of the strand reinforcing bar cage 27 shown in FIG. 2A, and the end is supported by the reinforcing steel material 29. The chain fixing frame 31a of the mechanism 31 is fixed.

次に、吊り治具26で吊り下げたストランド鉄筋籠27を図2に示す矢印の方向に移動させて、図3に示すように、水平方向に配置された状態のフレーム本体5aをストランド鉄筋籠27に内挿する。そして、吊り治具26をストランド鉄筋籠27から抜き取る。 Next, the strand reinforcing bar cage 27 suspended by the hanging jig 26 is moved in the direction of the arrow shown in FIG. 2, and as shown in FIG. 3, the frame body 5a in a horizontally arranged state is moved to the strand reinforcing bar cage. Interpolate to 27. Then, the hanging jig 26 is pulled out from the strand reinforcing bar cage 27.

フレーム本体5aをストランド鉄筋籠27に内挿したら、可動部材7aの位置の固定を解除する。そして、図3(b)に示すようにピン7cを中心に可動部材7aを回転移動させて可動部材7aのフレーム本体5aからの距離を大きくし、前記した図示しない固定装置によって可動部材7aを移動後の位置に固定する。これにより、1本の可動部材7aと2本の非可動部材7bを含む外接円の径がストランド鉄筋籠27の内部に配置された補強鋼材29の内径と同等程度に拡大し、可動部材7aおよび非可動部材7bによってストランド鉄筋籠27の断面形状が円形に保持される。このとき、可動部材7aおよび非可動部材7bは、補強鋼材29の内周面に対して強く押し付けられないものとする。 After inserting the frame body 5a into the strand reinforcing bar cage 27, the position of the movable member 7a is released from being fixed. Then, as shown in FIG. 3B, the movable member 7a is rotationally moved around the pin 7c to increase the distance of the movable member 7a from the frame body 5a, and the movable member 7a is moved by the fixing device (not shown) described above. Fix it in the rear position. As a result, the diameter of the circumscribed circle including one movable member 7a and two non-movable members 7b is expanded to the same extent as the inner diameter of the reinforcing steel material 29 arranged inside the strand reinforcing bar cage 27, and the movable member 7a and the movable member 7a The non-movable member 7b holds the cross-sectional shape of the strand reinforcing bar cage 27 in a circular shape. At this time, the movable member 7a and the non-movable member 7b are not strongly pressed against the inner peripheral surface of the reinforcing steel material 29.

また、ストランド鉄筋籠27の梁部材5bから遠い側の端部すなわち図3(a)に示す右側の端部に固定されたチェーン固定枠31aに、端部支持機構31のチェーン31bを取り付ける。これにより、ストランド鉄筋籠27の梁部材5bから遠い側の端部の位置が保持される。 Further, the chain 31b of the end support mechanism 31 is attached to the chain fixing frame 31a fixed to the end of the strand reinforcing bar cage 27 on the side far from the beam member 5b, that is, the right end shown in FIG. 3A. As a result, the position of the end portion of the strand reinforcing bar cage 27 on the side far from the beam member 5b is maintained.

次に、建て込み装置1の台車23を走行させて、ストランド鉄筋籠27の保管場所近傍から杭孔33近傍に移動させる。ストランド鉄筋籠27の保管場所近傍から杭孔33近傍までの地盤2上には図示しないレールが敷設されており、台車23は例えば図示しないウインチで牽引することでレール上を走行する。台車23の車輪25が図示しないレール上の所定の位置に到達したら、移動を完了して建て込み装置1の位置を固定する。台車23は、図3に示す所定の位置に到達した状態で、少なくとも杭孔33の直上に対応する位置に切欠きを有する。 Next, the carriage 23 of the building device 1 is run to move from the vicinity of the storage location of the strand reinforcing bar cage 27 to the vicinity of the pile hole 33. A rail (not shown) is laid on the ground 2 from the vicinity of the storage location of the strand reinforcing bar cage 27 to the vicinity of the pile hole 33, and the carriage 23 runs on the rail by being towed by, for example, a winch (not shown). When the wheels 25 of the carriage 23 reach a predetermined position on a rail (not shown), the movement is completed and the position of the building device 1 is fixed. The carriage 23 has a notch at a position corresponding to at least directly above the pile hole 33 in a state of reaching a predetermined position shown in FIG.

図4は、ストランド鉄筋籠27を杭孔33上に配置した状態を示す図である。建て込み装置1を杭孔33近傍に移動させたら、図4に示すように、シリンダ13を伸長してヒンジ部11を中心として支柱9を回転させることにより、フレーム本体5aを鉛直方向に立て起こしてストランド鉄筋籠27を杭孔33上に配置する。このとき、支持台10は台車23の上面に接触して支柱9を支える。 FIG. 4 is a diagram showing a state in which the strand reinforcing bar cage 27 is arranged on the pile hole 33. After moving the building device 1 to the vicinity of the pile hole 33, as shown in FIG. 4, the cylinder 13 is extended and the support column 9 is rotated around the hinge portion 11 to raise the frame body 5a in the vertical direction. The strand reinforcement cage 27 is placed on the pile hole 33. At this time, the support base 10 contacts the upper surface of the carriage 23 to support the support column 9.

図5は、ストランド鉄筋籠27の伸展を開始した状態を示す図、図6は、ストランド鉄筋籠27の伸展が完了した状態を示す図である。ストランド鉄筋籠27を杭孔33上に配置したら、ウインチ15を用いてワイヤロープ17を巻き出して、図5に示すようにストランド鉄筋籠27を杭孔33の所定の深さまで吊り下ろす。そして、ストランド鉄筋籠27の上端と内挿フレーム5の梁部材5bとをチェーン35で連結することにより、ストランド鉄筋籠27の上端の位置を固定する。このとき、ストランド鉄筋籠27の重量は主に端部支持機構31を介して梁部材5bで支持されている。 FIG. 5 is a diagram showing a state in which the extension of the strand rebar cage 27 is started, and FIG. 6 is a diagram showing a state in which the extension of the strand rebar cage 27 is completed. After the strand rebar cage 27 is placed on the pile hole 33, the wire rope 17 is unwound using the winch 15 and the strand rebar cage 27 is hung to a predetermined depth of the pile hole 33 as shown in FIG. Then, the position of the upper end of the strand reinforcing bar cage 27 is fixed by connecting the upper end of the strand reinforcing bar cage 27 and the beam member 5b of the interpolation frame 5 with the chain 35. At this time, the weight of the strand reinforcing bar cage 27 is mainly supported by the beam member 5b via the end support mechanism 31.

ストランド鉄筋籠27の上端の位置をチェーン35で固定したら、ワイヤロープ17をさらに巻き出す。ストランド鉄筋籠27は、下端がチェーン31bを介して回転治具31cに連結されているので、上端を固定した状態でワイヤロープ17をさらに巻き出すと、下端側が回転しつつ自重によって杭孔33内に伸展していく。そして、図6に示すように主筋が直線状になったら伸展が完了する。図6に示す伸展完了時、ストランド鉄筋籠27の重量は主にチェーン35を介して梁部材5bで支持される。 After fixing the position of the upper end of the strand reinforcing bar cage 27 with the chain 35, the wire rope 17 is further unwound. Since the lower end of the strand reinforcing bar cage 27 is connected to the rotating jig 31c via the chain 31b, when the wire rope 17 is further unwound with the upper end fixed, the lower end side rotates and the inside of the pile hole 33 due to its own weight. It will be extended to. Then, when the main muscle becomes straight as shown in FIG. 6, the extension is completed. When the extension shown in FIG. 6 is completed, the weight of the strand reinforcing bar cage 27 is mainly supported by the beam member 5b via the chain 35.

ここで、ストランド鉄筋籠27が伸展している間、形状保持機構3の可動部材7aは、可動部材7aと非可動部材7bとを含む外接円の径がストランド鉄筋籠27の内部に配置された補強鋼材29の内径と同等程度となる位置に固定されたままである。上記したように、可動部材7aおよび非可動部材7bは補強鋼材29の内周面に対して強く押し付けられないので、伸展中に可動部材7aおよび非可動部材7bからストランド鉄筋籠27に力が作用することはない。そのため、ストランド鉄筋籠27は形状保持機構3によって断面形状が保持された状態で円滑に伸展される。 Here, while the strand reinforcing bar cage 27 is extended, the diameter of the circumscribed circle including the movable member 7a and the non-movable member 7b of the movable member 7a of the shape holding mechanism 3 is arranged inside the strand reinforcing bar cage 27. It remains fixed at a position equivalent to the inner diameter of the reinforcing steel material 29. As described above, since the movable member 7a and the non-movable member 7b are not strongly pressed against the inner peripheral surface of the reinforcing steel material 29, a force acts on the strand reinforcing bar cage 27 from the movable member 7a and the non-movable member 7b during extension. There is nothing to do. Therefore, the strand reinforcing bar cage 27 is smoothly extended while the cross-sectional shape is maintained by the shape holding mechanism 3.

図7は、ストランド鉄筋籠27を吊鉄筋37で受け替えた状態を示す図、図8は、建て込み装置1を退避させた状態を示す図である。ストランド鉄筋籠27の伸展が完了したら、前記した図示しないロック機構を遠隔操作して回転治具31cからチェーン31bを取り外すことによって、端部支持機構31による梁部材5bとストランド鉄筋籠27の下端部との連結を解除する。そして、ウインチ15でワイヤロープ17を巻き取って回転治具31cを杭孔33内から回収する。チェーン31bはチェーン固定枠31aに連結されたままストランド鉄筋籠27とともに杭孔33内に残置される。 FIG. 7 is a diagram showing a state in which the strand reinforcing bar cage 27 is replaced by the suspension reinforcing bar 37, and FIG. 8 is a diagram showing a state in which the building device 1 is retracted. When the extension of the strand reinforcing bar cage 27 is completed, the chain 31b is removed from the rotating jig 31c by remotely controlling the lock mechanism (not shown), whereby the beam member 5b by the end support mechanism 31 and the lower end portion of the strand reinforcing bar cage 27 are removed. Release the connection with. Then, the wire rope 17 is wound up by the winch 15 and the rotating jig 31c is collected from the inside of the pile hole 33. The chain 31b is left in the pile hole 33 together with the strand reinforcing bar cage 27 while being connected to the chain fixing frame 31a.

また、可動部材7aをフレーム本体5aに近づく方向に移動させて、可動部材7aと非可動部材7bとを含む外接円の径を縮める。そして、ストランド鉄筋籠27の上端に設けた吊鉄筋37でストランド鉄筋籠27を受け替えて図6に示すチェーン35を撤去し、ストランド鉄筋籠27を杭孔33内に吊り下ろして、図7に示すように地盤2上に設けたかんざし39で吊鉄筋37を支持する。 Further, the movable member 7a is moved in a direction approaching the frame body 5a to reduce the diameter of the circumscribed circle including the movable member 7a and the non-movable member 7b. Then, the strand reinforcing bar 27 is replaced by the hanging reinforcing bar 37 provided at the upper end of the strand reinforcing bar cage 27, the chain 35 shown in FIG. 6 is removed, and the strand reinforcing bar cage 27 is suspended in the pile hole 33. As shown, the hanging reinforcing bar 37 is supported by a basket 39 provided on the ground 2.

次に、シリンダ13を縮めてヒンジ部11を中心として支柱9を回転させることにより、図8に示すようにフレーム本体5aを水平方向に寝かせる。そして、建て込み装置1の位置の固定を解除し、台車23を走行させて杭孔33近傍から退避させる。 Next, by contracting the cylinder 13 and rotating the support column 9 around the hinge portion 11, the frame body 5a is laid down in the horizontal direction as shown in FIG. Then, the position of the building device 1 is released from being fixed, and the carriage 23 is run to retract from the vicinity of the pile hole 33.

このように、本実施形態では、可動部材7aのフレーム本体5aからの距離を小さくして、可動部材7aと非可動部材7bとを含む外接円の径を縮めることにより、ストランド鉄筋籠27にフレーム本体5aを円滑に内挿することができる。また、可動部材7aのフレーム本体5aからの距離を大きくして、可動部材7aと非可動部材7bとを含む外接円の径を広げることにより、可動部材7aと非可動部材7bとでストランド鉄筋籠27の断面形状を円形に保持することができる。 As described above, in the present embodiment, the distance of the movable member 7a from the frame main body 5a is reduced, and the diameter of the circumscribed circle including the movable member 7a and the non-movable member 7b is reduced, thereby forming the frame in the strand reinforcing bar cage 27. The main body 5a can be smoothly inserted. Further, by increasing the distance of the movable member 7a from the frame body 5a and increasing the diameter of the circumscribed circle including the movable member 7a and the non-movable member 7b, the movable member 7a and the non-movable member 7b are formed into a strand reinforcing bar cage. The cross-sectional shape of 27 can be kept circular.

本実施形態では、建て込み装置1の形状保持機構3を用いてストランド鉄筋籠27の断面形状を保持することにより、ストランド鉄筋籠27を水平な状態から垂直な状態に立て起こす際や杭孔33内に伸展する際に、ストランド鉄筋籠27の変形を防止することができる。また、回転治具31cを有する端部支持機構31を用いて梁部材5bとストランド鉄筋籠27の下端部とを連結することにより、ストランド鉄筋籠27の自重の一部を支持しつつ下端部を回転させて、長尺のストランド鉄筋籠27を円滑に伸展することができる。 In the present embodiment, by holding the cross-sectional shape of the strand reinforcing bar cage 27 by using the shape holding mechanism 3 of the building-in device 1, the strand reinforcing bar cage 27 is raised from a horizontal state to a vertical state, or a pile hole 33. It is possible to prevent the strand reinforcing bar cage 27 from being deformed when it is extended inward. Further, by connecting the beam member 5b and the lower end portion of the strand reinforcing bar cage 27 by using the end support mechanism 31 having the rotating jig 31c, the lower end portion is supported while supporting a part of the own weight of the strand reinforcing bar cage 27. It can be rotated to smoothly extend the long strand rebar cage 27.

以上、添付図面を参照しながら、本発明に係る好適な実施形態について説明したが、本発明はかか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、各種の変更例又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。 Although preferred embodiments of the present invention have been described above with reference to the accompanying drawings, the present invention is not limited to such examples. It is clear that a person skilled in the art can come up with various modified examples or modified examples within the scope of the technical idea disclosed in the present application, and these also naturally belong to the technical scope of the present invention. Understood.

例えば、形状保持機構3はフレーム本体5aの外周側に可動部材7aを有すればよく、非可動部材7bの設置は必須ではない。また、可動部材7aは、フレーム本体5aからの距離が可変であるようにフレーム本体5aに連結されていればよい。本実施形態では可動部材7aをピン7cによって回転移動させたが、可動部材7aをスライド移動させてフレーム本体5aからの距離を変化させてもよい。 For example, the shape holding mechanism 3 may have a movable member 7a on the outer peripheral side of the frame body 5a, and installation of the non-movable member 7b is not essential. Further, the movable member 7a may be connected to the frame body 5a so that the distance from the frame body 5a is variable. In the present embodiment, the movable member 7a is rotationally moved by the pin 7c, but the movable member 7a may be slidably moved to change the distance from the frame body 5a.

端部支持機構31の構成は上記したものに限らず、建て起こした状態のストランド鉄筋籠27の下端部の回転を妨げないようなものであればよい。また、支柱9を回転して起こす建て起こし手段はシリンダ13に限らず、クレーン等で内挿フレーム5を吊り上げてもよい。 The configuration of the end support mechanism 31 is not limited to that described above, and may be any structure that does not hinder the rotation of the lower end portion of the stretched reinforcing bar cage 27 in the raised state. Further, the building means for raising the support column 9 by rotating is not limited to the cylinder 13, and the interpolation frame 5 may be lifted by a crane or the like.

台車23は図示しないレール上を牽引されるものでなく、自走式でもよい。また、ストランド鉄筋籠27の外周面にスペーサをあらかじめ設けておき、ストランド鉄筋籠27を杭孔33内に吊り下ろして伸展する際にスペーサによって平面視における杭孔33に対するストランド鉄筋籠27の位置を決定してもよい。 The carriage 23 is not towed on a rail (not shown) and may be self-propelled. Further, a spacer is provided in advance on the outer peripheral surface of the strand reinforcing bar cage 27, and when the strand reinforcing bar cage 27 is hung in the pile hole 33 and extended, the position of the strand reinforcing bar cage 27 with respect to the pile hole 33 in a plan view is determined by the spacer. You may decide.

1………建て込み装置
2………地盤
3………形状保持機構
5………内挿フレーム
5a………フレーム本体
5b………梁部材
7a………可動部材
7b………非可動部材
7c、13a、13b………ピン
9………支柱
10………支持台
11………ヒンジ部
13………シリンダ
15………ウインチ
17………ワイヤロープ
19a、19b………滑車
21………架台
23………台車
25………車輪
26………吊り治具
27………ストランド鉄筋籠
29………補強鋼材
31………端部支持機構
31a………チェーン固定枠
31b………チェーン
31c………回転治具
33………杭孔
35………チェーン
37………吊鉄筋
39………かんざし
1 ………… Built-in device 2 ………… Ground 3 ………… Shape retention mechanism 5 ………… Insert frame 5a ………… Frame body 5b ………… Beam member 7a ………… Movable member 7b ………… Non-movable Members 7c, 13a, 13b ……… Pin 9 ………… Support 10 ………… Support stand 11 ………… Hing part 13 ………… Cylinder 15 ………… Winch 17 ………… Wire rope 19a, 19b ………… Pulley 21 ………… Stand 23 ………… Winch 25 ………… Wheels 26 ………… Hanging jig 27 ………… Strand rebar cage 29 ………… Reinforcing steel material 31 ………… End support mechanism 31a ………… Chain fixing frame 31b ………… Chain 31c ………… Rotating jig 33 ………… Pile hole 35 ………… Chain 37 ………… Suspended rebar 39 ………… Kanzashi

Claims (6)

ストランド鉄筋籠の形状保持機構であって、
前記ストランド鉄筋籠に内挿されるフレーム本体と、前記フレーム本体の一端に固定された梁部材とを有する内挿フレームと、
前記フレーム本体からの距離が可変であるように前記フレーム本体に連結され、前記ストランド鉄筋籠の断面形状を円形に保持する可動部材と、
前記梁部材に一端が連結され、前記ストランド鉄筋籠の前記梁部材から遠い側の端部に他端が着脱可能である端部支持機構と、
を具備することを特徴とする形状保持機構。
A mechanism for maintaining the shape of the strand rebar cage,
An interpolated frame having a frame body to be inserted into the strand reinforcing bar cage and a beam member fixed to one end of the frame body.
A movable member that is connected to the frame body so that the distance from the frame body is variable and holds the cross-sectional shape of the strand reinforcing bar cage in a circular shape.
An end support mechanism in which one end is connected to the beam member and the other end can be attached to and detached from the end of the strand reinforcing bar cage on the side far from the beam member.
A shape-retaining mechanism characterized by being provided with.
前記可動部材は、前記ストランド鉄筋籠の挿入方向に平行な部材であり、
前記可動部材を移動させることにより、前記可動部材に平行であり前記フレーム本体の外周側に固定された非可動部材と前記可動部材とを含む外接円の径が拡縮することを特徴とする請求項1記載の形状保持機構。
The movable member is a member parallel to the insertion direction of the strand reinforcing bar cage.
The claim is characterized in that, by moving the movable member, the diameter of the circumscribed circle including the non-movable member parallel to the movable member and fixed to the outer peripheral side of the frame body and the movable member is expanded or contracted. 1. The shape holding mechanism according to 1.
前記端部支持機構が、
前記梁部材から巻き出される線材と、
前記線材の端部に設けられた回転治具と、
前記ストランド鉄筋籠の前記梁部材から遠い側の端部に固定され、前記回転治具に連結された枠材と、
からなることを特徴とする請求項1または請求項2記載の形状保持機構。
The end support mechanism
The wire rod unwound from the beam member and
A rotating jig provided at the end of the wire and
A frame material fixed to the end of the strand reinforcing bar cage on the side far from the beam member and connected to the rotating jig, and
The shape-retaining mechanism according to claim 1 or 2, wherein the shape-retaining mechanism comprises.
ストランド鉄筋籠に内挿されるフレーム本体と、前記フレーム本体の一端に固定された梁部材とを有する内挿フレームと、前記フレーム本体からの距離が可変であるように前記フレーム本体に連結され、前記ストランド鉄筋籠の断面形状を円形に保持する可動部材と、前記梁部材に一端が連結され、前記ストランド鉄筋籠の前記梁部材から遠い側の端部に他端が着脱可能である端部支持機構とからなる形状保持機構と、
一端が前記梁部材に固定され、他端がヒンジ部を介して台車に連結された支柱と、
前記ヒンジ部を中心として前記支柱を回転させる立て起こし手段と、
を具備することを特徴とするストランド鉄筋籠の建て込み装置。
An internal frame having a frame main body inserted in a strand reinforcing bar cage and a beam member fixed to one end of the frame main body is connected to the frame main body so that the distance from the frame main body is variable. A movable member that holds the cross-sectional shape of the strand rebar cage in a circular shape, and an end support mechanism that is connected to the beam member at one end and the other end is removable to the end of the strand rebar cage on the side far from the beam member. Shape retention mechanism consisting of
One end is fixed to the beam member, and the other end is connected to the bogie via a hinge portion.
A raising means for rotating the support column around the hinge portion, and
A device for building a strand rebar cage, which comprises.
ストランド鉄筋籠に内挿されるフレーム本体と、前記フレーム本体の一端に固定された梁部材とを有する内挿フレームと、前記フレーム本体からの距離が可変であるように前記フレーム本体に連結され、前記ストランド鉄筋籠の断面形状を円形に保持する可動部材と、前記梁部材に一端が連結され、前記ストランド鉄筋籠の前記梁部材から遠い側の端部に他端が着脱可能である端部支持機構とからなる形状保持機構と、
一端が前記梁部材に固定され、他端がヒンジ部を介して台車に連結された支柱と、
前記ヒンジ部を中心として前記支柱を回転させる立て起こし手段と、
を具備する建て込み装置を用い、
水平方向に配置された状態の前記フレーム本体を、前記ストランド鉄筋籠に内挿する工程aと、
前記可動部材を前記距離が大きくなるように移動させて前記ストランド鉄筋籠の断面形状を円形に保持し、前記ストランド鉄筋籠の前記梁部材から遠い側の端部に前記端部支持機構の他端を取り付ける工程bと、
前記建て起こし手段で前記支柱を回転させることにより前記フレーム本体を鉛直方向に立て起こして、前記ストランド鉄筋籠を杭孔上に配置する工程cと、
前記ストランド鉄筋籠を前記杭孔内に伸展させ、前記端部支持機構による前記梁部材と前記ストランド鉄筋籠の前記梁部材から遠い側の端部との連結を解除する工程dと、
を具備することを特徴とするストランド鉄筋籠の建て込み方法。
An internal frame having a frame main body inserted in a strand reinforcing bar cage and a beam member fixed to one end of the frame main body is connected to the frame main body so that the distance from the frame main body is variable. A movable member that holds the cross-sectional shape of the strand rebar cage in a circular shape, and an end support mechanism that is connected to the beam member at one end and the other end is removable to the end of the strand rebar cage on the side far from the beam member. Shape retention mechanism consisting of
One end is fixed to the beam member, and the other end is connected to the bogie via a hinge portion.
A raising means for rotating the support column around the hinge portion, and
Using a built-in device equipped with
Step a of interpolating the frame body arranged in the horizontal direction into the strand reinforcing bar cage,
The movable member is moved so as to increase the distance to hold the cross-sectional shape of the strand reinforcing bar cage in a circular shape, and the other end of the end support mechanism is attached to the end portion of the strand reinforcing bar cage on the side far from the beam member. Step b and
The step c of raising the frame body in the vertical direction by rotating the support column by the raising means and arranging the strand reinforcing bar cage on the pile hole.
A step d of extending the strand reinforcing bar cage into the pile hole and releasing the connection between the beam member by the end support mechanism and the end portion of the strand reinforcing bar cage on the side far from the beam member.
A method of building a strand reinforcing bar cage, which is characterized by being provided with.
前記工程bと前記工程cとの間に、前記台車を前記杭孔近傍に移動させることを特徴とする請求項5記載のストランド鉄筋籠の建て込み方法。 The method for building a strand reinforcing bar cage according to claim 5, wherein the carriage is moved to the vicinity of the pile hole between the step b and the step c.
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