JP2020133144A - Beam member loading method, beam member and bracket member - Google Patents

Beam member loading method, beam member and bracket member Download PDF

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JP2020133144A
JP2020133144A JP2019024473A JP2019024473A JP2020133144A JP 2020133144 A JP2020133144 A JP 2020133144A JP 2019024473 A JP2019024473 A JP 2019024473A JP 2019024473 A JP2019024473 A JP 2019024473A JP 2020133144 A JP2020133144 A JP 2020133144A
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beam member
flange portion
longitudinal direction
bracket
bracket member
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JP2020133144A5 (en
JP7266417B2 (en
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弘明 龍神
Hiroaki Tatsugami
弘明 龍神
征義 小宮山
Masayoshi Komiyama
征義 小宮山
祥彦 刈田
Yoshihiko Karita
祥彦 刈田
忠 成瀬
Tadashi Naruse
忠 成瀬
伸輔 堀
Shinsuke Hori
伸輔 堀
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Maeda Corp
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Abstract

To provide a beam member loading method capable of efficiently loading a beam member, and a beam member and a bracket member that are preferably used in the method.SOLUTION: There is provided a beam member loading method used in fitting a beam member at a predetermined position of a structure. The structure includes a bracket member, which is joined with the beam member, and a plate member, which is fitted on one surface side of the bracket member so as to protrude from an end face of the bracket member. The method lifts the beam member with a lifting device to vicinity of a predetermined position, moves the beam member closer to the bracket member from the other surface side of the bracket member, butts the beam member to the plate member so that the beam member is parallel with the predetermined position, and subsequently, moves the beam member downward with the lifting device so that a taper surface formed on the end face of the bracket member contacts a taper surface formed on an end face of the beam member.SELECTED DRAWING: Figure 2

Description

本発明は、梁部材の搬入方法、梁部材及びブラケット部材に関する。 The present invention relates to a method for carrying in a beam member, a beam member, and a bracket member.

従来、構造物に用いられる梁部材は、クレーンなどの揚重装置を用いることにより、大梁間や柱間の設置対象位置の近傍に揚重された後、作業員による補助のもとに位置合わせ等が行われて所定位置に設置されている。例えば、特許文献1には、既設の鉄骨部材における一方の面と他方の面とに配置したガイドプレートに沿って鉄骨梁を案内する鉄骨梁の接合方法が開示されている。 Conventionally, beam members used in structures are lifted near the installation target position between girders and columns by using a lifting device such as a crane, and then aligned with the assistance of workers. Etc. are performed and it is installed in a predetermined position. For example, Patent Document 1 discloses a method of joining a steel frame beam that guides a steel frame beam along a guide plate arranged on one surface and the other surface of an existing steel frame member.

特開2002−81938号公報Japanese Unexamined Patent Publication No. 2002-81938

ところで、構造物の建設を含む建設分野においては、作業負荷の低減や作業効率の向上が望まれており、上述したような鉄骨梁搬入の際も同様である。しかし、上記特許文献1に開示された方法は、ガイドプレート間の限られた狭いスペースに鉄骨梁を案内する必要があるため、梁部材の搬入には依然として作業員による誘導や補助が欠かせず、さらなる効率化が望まれる。特許文献1には、このような梁部材搬入の際における補助作業の介在を低減するための知見について何ら開示されていない。 By the way, in the construction field including the construction of structures, it is desired to reduce the work load and improve the work efficiency, and the same applies to the case of carrying in the steel frame beam as described above. However, since the method disclosed in Patent Document 1 needs to guide the steel beam to the limited narrow space between the guide plates, guidance and assistance by a worker are still indispensable for carrying in the beam member. , Further efficiency improvement is desired. Patent Document 1 does not disclose any knowledge for reducing the intervention of auxiliary work when carrying in such a beam member.

上記問題に鑑み、本発明の少なくとも一実施形態は、効率的に梁部材を搬入可能な梁部材の搬入方法、並びに当該方法に用いられて好適な梁部材及びブラケット部材を提供することを目的とする。 In view of the above problems, at least one embodiment of the present invention aims to provide a method for carrying in a beam member capable of efficiently carrying in a beam member, and a beam member and a bracket member suitable for use in the method. To do.

(1)本発明の少なくとも一実施形態に係る梁部材の搬入方法は、
梁部材を構造物の所定位置に取付ける際に用いられる梁部材の搬入方法であって、
前記構造物は、前記構造物に取り付けられるとともに前記梁部材と接合される少なくとも一つのブラケット部材、及び前記ブラケット部材の一面側に前記ブラケット部材の端面から突出するように取り付けられたプレート部材を含み、
揚重装置によって、前記梁部材を前記所定位置の近傍まで吊り上げるとともに、前記梁部材を前記ブラケット部材の他面側から前記ブラケット部材に近づけて、前記梁部材が前記所定位置に対して平行となるように前記梁部材を前記プレート部材に当接させる水平方向移動ステップと、
前記水平方向移動ステップの後に、前記揚重装置によって、前記ブラケット部材の前記端面に形成されているテーパ面と前記梁部材の端面に形成されているテーパ面とを接触させるように前記梁部材を下方に移動させる鉛直方向移動ステップと、
を備えている。
(1) The method for carrying in the beam member according to at least one embodiment of the present invention is
It is a method of carrying in a beam member used when attaching a beam member to a predetermined position of a structure.
The structure includes at least one bracket member attached to the structure and joined to the beam member, and a plate member attached to one side of the bracket member so as to project from an end surface of the bracket member. ,
The lifting device lifts the beam member to the vicinity of the predetermined position and brings the beam member closer to the bracket member from the other surface side of the bracket member so that the beam member becomes parallel to the predetermined position. In the horizontal movement step of bringing the beam member into contact with the plate member,
After the horizontal movement step, the lifting device brings the beam member into contact with the tapered surface formed on the end surface of the bracket member and the tapered surface formed on the end surface of the beam member. A vertical movement step that moves downward,
Is equipped with.

上記(1)の方法によれば、構造物に取り付けられたブラケット部材の一面側に、該ブラケット部材の端面から突出するようにプレート部材が取り付けられ、このプレート部材に対して、ブラケット部材の他面側から、揚重装置によって揚重された梁部材が近づけられて当接されることにより、梁部材の水平方向における配向が補正されて所定位置に対して平行に配置される。その後、揚重装置により、ブラケット部材の端面に形成されたテーパ面と梁部材の端面に形成されたテーパ面とが接触するようにして梁部材が下方に移動されることにより、梁部材の長手方向における位置のずれ乃至誤差が補正される。つまり、上記(1)の方法によれば、仮に所定位置の近傍に揚重された梁部材の水平方向の位置又は配向が所定位置とずれている場合であっても、構造物の所定位置に対する梁部材の搬入作業を、揚重装置を用いて実現することができる。したがって、効率的に梁部材を搬入可能な梁部材の搬入方法を提供することができる。 According to the method (1) above, a plate member is attached to one surface side of the bracket member attached to the structure so as to protrude from the end surface of the bracket member, and the plate member is attached to the other bracket member. When the beam members lifted by the lifting device are brought close to each other and brought into contact with each other from the surface side, the orientation of the beam members in the horizontal direction is corrected and the beam members are arranged parallel to a predetermined position. After that, the lifting device moves the beam member downward so that the tapered surface formed on the end surface of the bracket member and the tapered surface formed on the end surface of the beam member come into contact with each other, whereby the length of the beam member is lengthened. Positional deviations or errors in the direction are corrected. That is, according to the method (1) above, even if the horizontal position or orientation of the beam member lifted near the predetermined position deviates from the predetermined position, the position with respect to the predetermined position of the structure The work of carrying in the beam member can be realized by using the lifting device. Therefore, it is possible to provide a method for carrying in a beam member capable of efficiently carrying in the beam member.

(2)幾つかの実施形態では、上記(1)に記載の方法において、
前記少なくとも一つのブラケット部材は、前記梁部材の一端側と接合される一端側ブラケット部材、及び前記梁部材の他端側と接合される他端側ブラケット部材を含み、
前記水平方向移動ステップは、
前記梁部材の一端側を、前記一端側ブラケット部材に取り付けられたプレート部材に当接させるステップと、
前記梁部材の一端側を中心として前記梁部材を回転させることで、前記梁部材の他端側を前記他端側ブラケット部材に取り付けられたプレート部材に当接させるステップと、を含んでいてもよい。
(2) In some embodiments, in the method described in (1) above,
The at least one bracket member includes one end side bracket member joined to one end side of the beam member and the other end side bracket member joined to the other end side of the beam member.
The horizontal movement step is
A step of bringing one end side of the beam member into contact with a plate member attached to the one end side bracket member,
Even if the step of rotating the beam member around one end side of the beam member to bring the other end side of the beam member into contact with the plate member attached to the other end side bracket member is included. Good.

上記(2)の方法によれば、揚重装置により、梁部材の一端側が、一端側ブラケット部材に取り付けられたプレート部材に当接され、該梁部材の一端側を中心として梁部材が回転されることで、梁部材の他端側が他端側ブラケット部材に取り付けられたプレート部材に当接される。このように、所定位置の近傍に吊り上げられた梁部材を、その一端側と他端側とにおいて夫々プレート部材に当接させることにより、所定位置に対して梁部材を平行に配置する工程を高精度に実現することができる。 According to the method (2) above, one end side of the beam member is brought into contact with the plate member attached to the one end side bracket member by the lifting device, and the beam member is rotated around one end side of the beam member. As a result, the other end side of the beam member is brought into contact with the plate member attached to the other end side bracket member. In this way, the step of arranging the beam member in parallel with the predetermined position by bringing the beam member suspended in the vicinity of the predetermined position into contact with the plate member on one end side and the other end side, respectively, is high. It can be realized with accuracy.

(3)幾つかの実施形態では、上記(1)又は(2)に記載の方法において、
前記梁部材は、
長手方向を有する第1上側フランジ部と、
前記第1上側フランジ部と対向するようにして前記長手方向に沿って配置され、前記第1上側フランジ部よりも前記長手方向に短い第1下側フランジ部と、
前記第1上側フランジ部と前記第1下側フランジ部とを連結する第1ウェブ部であって、前記長手方向の両端に前記テーパ面が形成されることで上辺より下辺が短い台形状に形成された第1ウェブ部と、を含み、
前記ブラケット部材は、
長手方向を有する第2上側フランジ部と、
前記第2上側フランジ部と対向するようにして前記長手方向に沿って配置され、前記第2上側フランジ部よりも前記長手方向に長い第2下側フランジ部と、
前記第2上側フランジ部と前記第2下側フランジ部とを連結する第2ウェブ部であって、前記長手方向の一端に前記テーパ面が形成されることで上辺より下辺が長く形成された第2ウェブ部と、を含み、
前記プレート部材は、前記第2ウェブ部に取り付けてもよい。
(3) In some embodiments, in the method described in (1) or (2) above,
The beam member
The first upper flange portion having a longitudinal direction and
A first lower flange portion that is arranged along the longitudinal direction so as to face the first upper flange portion and is shorter in the longitudinal direction than the first upper flange portion.
A first web portion that connects the first upper flange portion and the first lower flange portion, and is formed in a trapezoidal shape in which the lower side is shorter than the upper side by forming the tapered surfaces at both ends in the longitudinal direction. Including the first web part and
The bracket member
The second upper flange portion having a longitudinal direction and
A second lower flange portion that is arranged along the longitudinal direction so as to face the second upper flange portion and is longer in the longitudinal direction than the second upper flange portion.
A second web portion that connects the second upper flange portion and the second lower flange portion, and the lower side is formed longer than the upper side by forming the tapered surface at one end in the longitudinal direction. Including 2 web parts
The plate member may be attached to the second web portion.

上記(3)の方法によれば、プレート取り付けステップでは、ブラケット部材の第2ウェブ部の端面から突出するようにしてプレート部材が取り付けられ、水平方向移動ステップでは、ブラケット部材の第2ウェブ部に取り付けられたプレート部材に対して、ブラケット部材の他面側から梁部材の第1ウェブ部が当接される。ここで、梁部材側にプレート部材を設けた場合は、揚重装置による揚重の際に風を受ける面積が大きい。一方、上記(3)の方法のように、ブラケット部材の第2ウェブ部にプレート部材を取り付けることで、揚重装置で吊り上げられた梁部材に対する風の影響を抑制することができるから、安全かつ効率的に実現し得る梁部材の搬入方法を提供することができる。 According to the method (3) above, in the plate attaching step, the plate member is attached so as to protrude from the end surface of the second web portion of the bracket member, and in the horizontal movement step, the plate member is attached to the second web portion of the bracket member. The first web portion of the beam member is brought into contact with the attached plate member from the other surface side of the bracket member. Here, when the plate member is provided on the beam member side, the area that receives the wind during lifting by the lifting device is large. On the other hand, by attaching the plate member to the second web portion of the bracket member as in the method (3) above, the influence of the wind on the beam member lifted by the lifting device can be suppressed, so that it is safe. It is possible to provide a method for carrying in a beam member that can be efficiently realized.

(4)幾つかの実施形態では、上記(3)に記載の方法において、
前記梁部材の前記第1上側フランジ部は、前記第1ウェブ部の前記上辺よりも前記長手方向に突出するように延設された上側延設部を含み、
前記ブラケット部材の前記第2下側フランジ部は、前記第2ウェブ部の前記下辺よりも前記長手方向に突出するように延設された下側延設部を含み、
前記水平方向移動ステップは、前記上側延設部の下面が、前記第2ウェブ部の上端の一部に当接するとともに、前記第1ウェブ部の下端の一部が前記下側延設部の上面に当接するように、前記梁部材を下方に移動させてもよい。
(4) In some embodiments, in the method described in (3) above,
The first upper flange portion of the beam member includes an upper extension portion extending in the longitudinal direction from the upper side of the first web portion.
The second lower flange portion of the bracket member includes a lower extension portion that extends in the longitudinal direction from the lower side of the second web portion.
In the horizontal movement step, the lower surface of the upper extension portion abuts on a part of the upper end of the second web portion, and a part of the lower end of the first web portion is the upper surface of the lower extension portion. The beam member may be moved downward so as to abut against.

上記(4)の方法によれば、梁部材は、その上側延設部がブラケット部材の第2ウェブ部の上端の一部に当接するとともに、第1ウェブ部の下端の一部がブラケット部材の下側延設部の上面に当接するようにしてブラケット部材に載置される。つまり、梁部材の少なくとも一部がブラケット部材に重なって該ブラケット部材上に載置されるようにして梁部材を下降させることができるから、下降後の梁部材を、特別な部材や工程を要することなく、ブラケット部材によって安定的に支持することができる。したがって、効率的に梁部材を搬入可能な梁部材の搬入方法が提供される。 According to the method (4) above, the upper extending portion of the beam member comes into contact with a part of the upper end of the second web portion of the bracket member, and a part of the lower end of the first web portion of the bracket member. It is placed on the bracket member so as to abut on the upper surface of the lower extension portion. That is, since the beam member can be lowered so that at least a part of the beam member overlaps the bracket member and is placed on the bracket member, the beam member after lowering requires a special member or process. It can be stably supported by the bracket member without any problem. Therefore, a method for carrying in a beam member capable of efficiently carrying in the beam member is provided.

(5)幾つかの実施形態では、上記(1)〜(4)の何れか一つに記載の方法において、
前記梁部材及び前記構造物の少なくとも一方は、前記所定位置に配置された前記梁部材と前記構造物とを係止するガイドリブであって、上下方向に沿う側面を有するガイドリブを含み、
前記鉛直方向移動ステップでは、前記梁部材を下方に移動させつつ前記梁部材及び前記構造物の少なくとも他方と前記ガイドリブとを係合させてもよい。
(5) In some embodiments, in the method according to any one of (1) to (4) above,
At least one of the beam member and the structure is a guide rib that locks the beam member and the structure arranged at a predetermined position, and includes a guide rib having side surfaces along the vertical direction.
In the vertical movement step, the guide rib may be engaged with at least one of the beam member and the structure while moving the beam member downward.

上記(5)の方法によれば、鉛直方向移動ステップにおいて、揚重装置により梁部材を下方に移動させることで、上述したテーパ面による長手方向の位置ずれの補正に加えて、梁部材と構造物とがガイドリブを介して係止されるから、構造物の所定位置に取り付けられた後の梁部材をより確実に構造物上に支持することができる。したがって、効率的に梁部材を搬入可能な梁部材の搬入方法が提供される。 According to the method (5) above, in the vertical movement step, by moving the beam member downward by the lifting device, in addition to the above-mentioned correction of the displacement in the longitudinal direction due to the tapered surface, the beam member and the structure Since the object is locked via the guide rib, the beam member after being attached to the predetermined position of the structure can be more reliably supported on the structure. Therefore, a method for carrying in a beam member capable of efficiently carrying in the beam member is provided.

(6)本発明の少なくとも一実施形態に係る梁部材の搬入方法は、
梁部材を構造物の所定位置に取付ける際に用いられる梁部材の搬入方法であって、
前記構造物は、前記構造物に取り付けられるとともに前記梁部材と接合される少なくとも一つのブラケット部材を含み、
前記梁部材は、前記梁部材の一面側に前記梁部材の端面から突出するように取り付けられたプレート部材を含み、
揚重装置によって、前記梁部材を前記所定位置の近傍まで吊り上げるとともに、前記梁部材の他面側を前記ブラケット部材に近づけて、前記梁部材が前記所定位置に対して平行となるように前記プレート部材を前記ブラケット部材に当接させる水平方向移動ステップと、
前記水平方向移動ステップの後に、前記揚重装置によって、前記ブラケット部材の前記端面に形成されているテーパ面と前記梁部材の端面に形成されているテーパ面とを接触させるように前記梁部材を下方に移動させる鉛直方向移動ステップと、
を備えている。
(6) The method for carrying in the beam member according to at least one embodiment of the present invention is
It is a method of carrying in a beam member used when attaching a beam member to a predetermined position of a structure.
The structure includes at least one bracket member that is attached to the structure and joined to the beam member.
The beam member includes a plate member attached to one surface side of the beam member so as to project from an end surface of the beam member.
The lifting device lifts the beam member to the vicinity of the predetermined position, and brings the other surface side of the beam member closer to the bracket member so that the beam member is parallel to the predetermined position. A horizontal movement step of bringing the member into contact with the bracket member, and
After the horizontal movement step, the lifting device brings the beam member into contact with the tapered surface formed on the end surface of the bracket member and the tapered surface formed on the end surface of the beam member. A vertical movement step that moves downward,
Is equipped with.

上記(6)の方法によれば、プレート取り付けステップでは、梁部材の一面側に該梁部材の端面から突出するようにプレート部材が取り付けられ、水平方向移動ステップでは、構造物に取り付けられたブラケット部材に対して、揚重装置により、梁部材の他面側を近づけて当接させることにより、梁部材の水平方向における配向が補正されて所定位置に対して平行に配置される。その後、揚重装置により、ブラケット部材の端面に形成されたテーパ面と梁部材の端面に形成されたテーパ面とが接触するようにして梁部材が下方に移動されることにより、梁部材の長手方向における位置のずれ乃至誤差が補正される。つまり、上記(6)の方法によれば、上記(1)で述べたように、仮に所定位置の近傍に揚重された梁部材の水平方向の位置又は配向が所定位置とずれている場合であっても、構造物の所定位置に対する梁部材の搬入作業を、揚重装置を用いて実現することができる。したがって、効率的に梁部材を搬入可能な梁部材の搬入方法を提供することができるのである。 According to the method (6) above, in the plate attaching step, the plate member is attached to one surface side of the beam member so as to protrude from the end surface of the beam member, and in the horizontal movement step, the bracket attached to the structure. By bringing the other surface side of the beam member closer to the member by the lifting device, the orientation of the beam member in the horizontal direction is corrected and the beam member is arranged parallel to the predetermined position. After that, the lifting device moves the beam member downward so that the tapered surface formed on the end surface of the bracket member and the tapered surface formed on the end surface of the beam member come into contact with each other, whereby the length of the beam member is lengthened. Positional deviations or errors in the direction are corrected. That is, according to the method (6) above, as described in the above (1), if the horizontal position or orientation of the beam member lifted in the vicinity of the predetermined position deviates from the predetermined position. Even if there is, the work of bringing in the beam member to a predetermined position of the structure can be realized by using the lifting device. Therefore, it is possible to provide a method for carrying in a beam member capable of efficiently carrying in the beam member.

(7)本発明の少なくとも一実施形態に係る梁部材は、
構造物の所定位置に取り付けられる梁部材であって、
長手方向を有する第1上側フランジ部と、
前記第1上側フランジ部と対向するようにして前記長手方向に沿って配置され、前記第1上側フランジ部よりも前記長手方向に短い第1下側フランジ部と、
前記第1上側フランジ部と前記第1下側フランジ部とを連結する第1ウェブ部であって、前記長手方向の両端に前記テーパ面が形成されることで上辺より下辺が短い台形状に形成された第1ウェブ部と、を備え、
前記第1上側フランジ部は、前記第1ウェブ部の前記上辺よりも前記長手方向に突出するように延設された上側延設部を含む。
(7) The beam member according to at least one embodiment of the present invention is
A beam member that is attached to a predetermined position in a structure.
The first upper flange portion having a longitudinal direction and
A first lower flange portion that is arranged along the longitudinal direction so as to face the first upper flange portion and is shorter in the longitudinal direction than the first upper flange portion.
A first web portion that connects the first upper flange portion and the first lower flange portion, and is formed in a trapezoidal shape in which the lower side is shorter than the upper side by forming the tapered surfaces at both ends in the longitudinal direction. With the first web part,
The first upper flange portion includes an upper extending portion extending so as to project in the longitudinal direction from the upper side of the first web portion.

上記(7)の構成によれば、梁部材が上側延設部を含むことにより、梁部材の少なくとも一部がブラケット部材に重なって該ブラケット部材上に載置されるようにして梁部材を下降させることができるから、下降後の梁部材を、特別な部材や工程を要することなく、ブラケット部材によって安定的に支持することができる。したがって、効率的に梁部材を搬入可能な梁部材を提供することができる。 According to the configuration (7) above, since the beam member includes the upper extension portion, the beam member is lowered so that at least a part of the beam member overlaps the bracket member and is placed on the bracket member. Therefore, the beam member after descent can be stably supported by the bracket member without requiring a special member or process. Therefore, it is possible to provide a beam member capable of efficiently carrying in the beam member.

(8)本発明の少なくとも一実施形態に係るブラケット部材は、
構造物に取り付けられるブラケット部材であって、
長手方向を有する第2上側フランジ部と、
前記第2上側フランジ部と対向するようにして前記長手方向に沿って配置され、前記第2上側フランジ部よりも前記長手方向に長い第2下側フランジ部と、
前記第2上側フランジ部と前記第2下側フランジ部とを連結する第2ウェブ部であって、前記長手方向の一端に前記テーパ面が形成されることで上辺より下辺が長く形成された第2ウェブ部と、を備え、
前記第2下側フランジ部は、前記第2ウェブ部の前記下辺よりも前記長手方向に突出するように延設された下側延設部を含む。
(8) The bracket member according to at least one embodiment of the present invention is
A bracket member that can be attached to a structure
The second upper flange portion having a longitudinal direction and
A second lower flange portion that is arranged along the longitudinal direction so as to face the second upper flange portion and is longer in the longitudinal direction than the second upper flange portion.
A second web portion that connects the second upper flange portion and the second lower flange portion, and the lower side is formed longer than the upper side by forming the tapered surface at one end in the longitudinal direction. With 2 web parts,
The second lower flange portion includes a lower extending portion extending so as to project in the longitudinal direction from the lower side of the second web portion.

上記(8)の構成によれば、ブラケット部材が下側延設部を含むことにより、梁部材の少なくとも一部がブラケット部材の下側延設部に重なって該ブラケット部材上に載置されるようにして梁部材を下降させることができるから、下降後の梁部材を、特別な部材や工程を要することなく、ブラケット部材によって安定的に支持することができる。したがって、効率的に梁部材を搬入可能なブラケット部材を提供することができる。 According to the configuration of (8) above, since the bracket member includes the lower extension portion, at least a part of the beam member overlaps the lower extension portion of the bracket member and is placed on the bracket member. Since the beam member can be lowered in this way, the lowered beam member can be stably supported by the bracket member without requiring a special member or process. Therefore, it is possible to provide a bracket member capable of efficiently carrying in the beam member.

本発明の少なくとも一実施形態によれば、効率的に梁部材を搬入可能な梁部材の搬入方法、及び当該方法に用いられて好適なブラケット部材及び梁部材を提供することができる。 According to at least one embodiment of the present invention, it is possible to provide a method for carrying in a beam member capable of efficiently carrying in the beam member, and a bracket member and a beam member suitable for use in the method.

本発明の少なくとも一実施形態に係る梁部材の搬入方法が適用される構造物の周辺を示す概略図である。It is the schematic which shows the periphery of the structure to which the method of carrying in the beam member which concerns on at least one Embodiment of this invention is applied. 一実施形態に係る梁部材の搬入方法を示すフローチャートである。It is a flowchart which shows the carry-in method of the beam member which concerns on one Embodiment. 一実施形態におけるブラケット部材の構成例を示す図であり、(A)は正面図、(B)は下面図である。It is a figure which shows the structural example of the bracket member in one Embodiment, (A) is a front view, (B) is a bottom view. 一実施形態における梁部材の構成例を示す図であり、(A)は正面図、(B)は平面図である。It is a figure which shows the structural example of the beam member in one Embodiment, (A) is a front view, (B) is a plan view. 一実施形態に係る梁部材の搬入方法を示す概略図であり、(A)は梁部材を所定位置に対して平行に配置した状態、(B)は梁部材のテーパ面に沿って下降している状態、(C)は梁部材が所定位置に配置された状態を示す。It is a schematic diagram which shows the carry-in method of the beam member which concerns on one Embodiment, (A) is the state which arranged the beam member parallel to a predetermined position, (B) is descending along the taper surface of a beam member. The state (C) indicates a state in which the beam member is arranged at a predetermined position. 一実施形態に係る梁部材の搬入方法を示すフローチャートである。It is a flowchart which shows the carry-in method of the beam member which concerns on one Embodiment. 一実施形態に係る梁部材の搬入方法を示す概略図であり、(A)は梁部材を所定位置近傍に配置した状態、(B)は梁部材の一端を構造物のプレート部材に当接させた状態、(C)は梁部材をテーパ面に沿って下降させている状態、(D)は梁部材が所定位置に配置された状態を示す。It is a schematic diagram which shows the carry-in method of the beam member which concerns on one Embodiment, (A) is the state which arranged the beam member in the vicinity of a predetermined position, (B) is a state that one end of the beam member is brought into contact with the plate member of a structure. (C) indicates a state in which the beam member is lowered along the tapered surface, and (D) indicates a state in which the beam member is arranged at a predetermined position. 一実施形態に係る梁部材の搬入方法を示す概略図であり、(A)は梁部材の一端を構造物のプレート部材に当接させた状態、(B)は梁部材をテーパ面に沿って下降させている状態、(C)は梁部材が所定位置に配置された状態を示す。It is a schematic diagram which shows the carry-in method of the beam member which concerns on one Embodiment, (A) is the state which one end of the beam member was brought into contact with the plate member of a structure, (B) is the state which brought the beam member along a taper surface. The lowered state (C) indicates a state in which the beam member is arranged at a predetermined position. 他の実施形態に係る梁部材の搬入方法を示すフローチャートである。It is a flowchart which shows the carry-in method of the beam member which concerns on other embodiment. 他の実施形態に係る梁部材の搬入方法を示す概略図であり、(A)は梁部材の正面図、(B)は同下面図、(C)はブラケット部材の正面図、(D)は同平面図である。It is the schematic which shows the carry-in method of the beam member which concerns on other embodiment, (A) is the front view of the beam member, (B) is the bottom view of the same, (C) is the front view of the bracket member, (D) is. It is the same plan view.

以下、添付図面を参照して本発明の幾つかの実施形態について説明する。ただし、実施形態として記載されている又は図面に示されている構成部品の寸法、材質、形状、その相対的配置等は、本発明の範囲をこれに限定する趣旨ではなく、単なる説明例にすぎない。
例えば、「ある方向に」、「ある方向に沿って」、「平行」、「直交」、「中心」、「同心」或いは「同軸」等の相対的或いは絶対的な配置を表す表現は、厳密にそのような配置を表すのみならず、公差、若しくは、同じ機能が得られる程度の角度や距離をもって相対的に変位している状態も表すものとする。
例えば、「同一」、「等しい」及び「均質」等の物事が等しい状態であることを表す表現は、厳密に等しい状態を表すのみならず、公差、若しくは、同じ機能が得られる程度の差が存在している状態も表すものとする。
例えば、四角形状や円筒形状等の形状を表す表現は、幾何学的に厳密な意味での四角形状や円筒形状等の形状を表すのみならず、同じ効果が得られる範囲で、凹凸部や面取り部等を含む形状も表すものとする。
一方、一の構成要素を「備える」、「具える」、「具備する」、「含む」、又は、「有する」という表現は、他の構成要素の存在を除外する排他的な表現ではない。
Hereinafter, some embodiments of the present invention will be described with reference to the accompanying drawings. However, the dimensions, materials, shapes, relative arrangements, etc. of the components described as embodiments or shown in the drawings are not intended to limit the scope of the present invention to this, and are merely explanatory examples. Absent.
For example, expressions that represent relative or absolute arrangements such as "in a certain direction", "along a certain direction", "parallel", "orthogonal", "center", "concentric" or "coaxial" are exact. Not only does it represent such an arrangement, but it also represents a state of relative displacement with tolerances or angles and distances to the extent that the same function can be obtained.
For example, expressions such as "same", "equal", and "homogeneous" that indicate that things are in the same state not only represent exactly the same state, but also have tolerances or differences to the extent that the same function can be obtained. It shall also represent the state of existence.
For example, an expression representing a shape such as a quadrangular shape or a cylindrical shape not only represents a shape such as a quadrangular shape or a cylindrical shape in a geometrically strict sense, but also an uneven portion or chamfering within a range where the same effect can be obtained. The shape including the part and the like shall also be represented.
On the other hand, the expressions "equipped", "equipped", "equipped", "included", or "have" one component are not exclusive expressions that exclude the existence of other components.

図1は本発明少なくとも一実施形態に係る梁部材の搬入方法を示す概略図である。図2は一実施形態に係る梁部材の搬入方法を示すフローチャートである。図3は一実施形態における梁部材の構成例を示す図であり、(A)は正面図、(B)は下面図である。図4は一実施形態におけるブラケット部材の構成例を示す図であり、(A)は正面図、(B)は平面図である。
図1〜図4に示すように、本発明の少なくとも一実施形態に係る梁部材の搬入方法は、梁部材20(水平部材)を構造物1の所定位置に取付ける際に用いられる梁部材の搬入方法である。この方法において、構造物1は、梁部材20と接合される少なくとも一つのブラケット部材10、及びブラケット部材10の一面11側(図4(B)参照)に該ブラケット部材10の端面17から突出するように取り付けられたプレート部材18を含む。そして、上記方法は、揚重装置5によって、梁部材20を所定位置の近傍まで吊り上げるとともに、梁部材20を構造物1に取り付けられたブラケット部材10の他面12側からブラケット部材10に近づけて、梁部材20が所定位置に対して平行となるように梁部材20をプレート部材18に当接させる水平方向移動ステップS30と、水平方向移動ステップS30の後に、揚重装置5によって、ブラケット部材10の端面17に形成されているテーパ面16と梁部材20の端面27に形成されているテーパ面26とを接触させるように梁部材20を下方に移動させる鉛直方向移動ステップS40と、を備えている。
なお、幾つかの実施形態における梁部材の搬入方法は、上記ブラケット部材10を構造物1に取り付けるブラケット部材取り付けステップS10、又は上記プレート部材18をブラケット部材10に取り付けるプレート取り付けステップS20の少なくとも一方をさらに備えていてもよい。
FIG. 1 is a schematic view showing a method of carrying in a beam member according to at least one embodiment of the present invention. FIG. 2 is a flowchart showing a method of carrying in the beam member according to the embodiment. 3A and 3B are views showing a configuration example of a beam member in one embodiment, where FIG. 3A is a front view and FIG. 3B is a bottom view. 4A and 4B are views showing a configuration example of a bracket member according to an embodiment, where FIG. 4A is a front view and FIG. 4B is a plan view.
As shown in FIGS. 1 to 4, the method for carrying in the beam member according to at least one embodiment of the present invention is to carry in the beam member used when the beam member 20 (horizontal member) is attached to a predetermined position of the structure 1. The method. In this method, the structure 1 projects from the end surface 17 of the bracket member 10 to at least one bracket member 10 joined to the beam member 20 and one surface 11 side (see FIG. 4B) of the bracket member 10. Includes the plate member 18 attached so as to. Then, in the above method, the beam member 20 is lifted to the vicinity of a predetermined position by the lifting device 5, and the beam member 20 is brought closer to the bracket member 10 from the other surface 12 side of the bracket member 10 attached to the structure 1. After the horizontal movement step S30 in which the beam member 20 is brought into contact with the plate member 18 so that the beam member 20 is parallel to the predetermined position and the horizontal movement step S30, the bracket member 10 is provided by the lifting device 5. A vertical movement step S40 for moving the beam member 20 downward so as to bring the tapered surface 16 formed on the end surface 17 of the beam member 20 into contact with the tapered surface 26 formed on the end surface 27 of the beam member 20. There is.
In some embodiments, the beam member is carried in by using at least one of the bracket member attaching step S10 for attaching the bracket member 10 to the structure 1 or the plate attaching step S20 for attaching the plate member 18 to the bracket member 10. You may also have more.

ブラケット部材取り付けステップS10では、ボルト結合又は溶接などの結合手段により、構造物1にブラケット部材10が取り付けられる。幾つかの実施形態における構造物1は、柱部材3(例えば図1、図4及び図5参照)を含み、この柱部材3の一面又は複数の面にブラケット部材10が取り付けられる。ブラケット部材10は、当該ステップS10において柱部材3に固定されるとともに、ステップS20、S30及びS40を経て梁部材20が所定位置に配置された後、該梁部材20と接合されて梁2を構成する。このようなブラケット部材取り付けステップS10は、例えば工場等で予め行われてもよいし現場で行われてもよい。 In the bracket member attachment step S10, the bracket member 10 is attached to the structure 1 by a coupling means such as bolt connection or welding. The structure 1 in some embodiments includes a column member 3 (see, for example, FIGS. 1, 4 and 5), and the bracket member 10 is attached to one or more surfaces of the column member 3. The bracket member 10 is fixed to the column member 3 in the step S10, and after the beam member 20 is arranged at a predetermined position through steps S20, S30 and S40, the bracket member 10 is joined to the beam member 20 to form the beam 2. To do. Such a bracket member attaching step S10 may be performed in advance at a factory or the like, or may be performed at the site.

プレート取り付けステップS20では、ボルト結合又は溶接などの結合手段により、ブラケット部材10にプレート部材18が取り付けられる。ブラケット部材10の上記一面11は、例えば構造物1に取り付けられた際に該構造物1の内側を向く面であってもよく、ブラケット部材10の上記他面12は、構造物1に取り付けられた際に該構造物1の外側を向く面であってもよい。このようにすれば、揚重装置5によって梁部材20を構造物1の外側から搬入することができるので、作業の際の円滑なアクセス性を確保することができる。なお、上記の一面11を構造物1の外側の面とし、他面12を構造物1の内側の面とすることも可能である。
ブラケット部材10の上記端面17は、例えばブラケット部材10に形成されたテーパ面16であってもよい。つまり、プレート部材18は、ブラケット部材10の他面12側からみたときに、テーパ面16の少なくとも一部と重なるようにして配置される。かかるプレート部材18は、例えば図1、図4及び図5に示すように、ブラケット部材10のテーパ面16から上方乃至水平方向(図1、図4及び図5に示す例では紙面左右方向)に突出するように設けられていてもよい。
In the plate attachment step S20, the plate member 18 is attached to the bracket member 10 by a coupling means such as bolt connection or welding. The one surface 11 of the bracket member 10 may be a surface facing the inside of the structure 1 when attached to the structure 1, for example, and the other surface 12 of the bracket member 10 is attached to the structure 1. At that time, it may be a surface facing the outside of the structure 1. In this way, the beam member 20 can be carried in from the outside of the structure 1 by the lifting device 5, so that smooth accessibility during work can be ensured. It is also possible to use the one surface 11 as the outer surface of the structure 1 and the other surface 12 as the inner surface of the structure 1.
The end surface 17 of the bracket member 10 may be, for example, a tapered surface 16 formed on the bracket member 10. That is, the plate member 18 is arranged so as to overlap at least a part of the tapered surface 16 when viewed from the other surface 12 side of the bracket member 10. As shown in FIGS. 1, 4 and 5, for example, the plate member 18 is arranged upward to horizontally from the tapered surface 16 of the bracket member 10 (in the example shown in FIGS. 1, 4 and 5 in the left-right direction on the paper surface). It may be provided so as to protrude.

プレート部材18は、梁部材20を搬入する際に該梁部材20を所定位置に案内するガイドプレートの一部として機能し得る。幾つかの実施形態におけるプレート部材18は、ブラケット部材10の一面11に上下方向に沿って固定される。かかるプレート部材18としては、例えば、梁部材20を搬入した後に、該梁部材20とブラケット部材10とをボルト結合により接合するためのスプライスプレート18Aを適用してもよい。 The plate member 18 can function as a part of a guide plate that guides the beam member 20 to a predetermined position when the beam member 20 is carried in. The plate member 18 in some embodiments is fixed to one side 11 of the bracket member 10 along the vertical direction. As the plate member 18, for example, a splice plate 18A for joining the beam member 20 and the bracket member 10 by bolt connection after the beam member 20 is carried in may be applied.

上記のブラケット部材取り付けステップS10及びプレート取り付けステップS20の順番は特に限定されず、どちらのステップを先に実行してもよい。 The order of the bracket member mounting step S10 and the plate mounting step S20 is not particularly limited, and either step may be executed first.

水平方向移動ステップS30は、例えば建設中である構造物1の建設現場において実行される。この水平方向移動ステップS30は、上記ステップS10及びステップS20の後に実行され得る。かかる水平方向移動ステップS30では、揚重装置5を用いて、梁部材20を主に水平方向に移動させることにより、該梁部材20における一方の面(例えば、構造物1に取り付けられた際に該構造物1の内側を向く面)をブラケット部材10の上記他面12側から近づけて、プレート部材18に当接させる。その際、例えば、梁部材20のテーパ面26と、当該テーパ面26と接するブラケット部材10のテーパ面16とが、平面視にてオーバーラップするように、梁部材20をプレート部材18に当接させる。揚重装置5による梁部材20の吊り上げ高さは、吊り上げられた状態における梁部材20の下部の少なくとも一部が、構造物1に設けられたプレート部材18の上部の少なくとも一部と水平方向において重なる高さとしてもよい。
なお、本開示において、所定位置とは、梁部材20が配置されるべき位置及び配向を意味し、所定位置に対して平行とは、梁部材20が配置されるべき位置及び配向のうち少なくとも配向が合致する場合を意味するものとする。
The horizontal movement step S30 is executed, for example, at the construction site of the structure 1 under construction. This horizontal movement step S30 can be executed after the steps S10 and S20. In the horizontal movement step S30, the beam member 20 is moved mainly in the horizontal direction by using the lifting device 5, so that when the beam member 20 is attached to one surface (for example, the structure 1) of the beam member 20. The surface of the structure 1 facing the inside) is brought close to the other surface 12 of the bracket member 10 and brought into contact with the plate member 18. At that time, for example, the beam member 20 abuts on the plate member 18 so that the tapered surface 26 of the beam member 20 and the tapered surface 16 of the bracket member 10 in contact with the tapered surface 26 overlap in a plan view. Let me. The lifting height of the beam member 20 by the lifting device 5 is such that at least a part of the lower part of the beam member 20 in the lifted state is horizontal with at least a part of the upper part of the plate member 18 provided in the structure 1. It may be an overlapping height.
In the present disclosure, the predetermined position means the position and orientation in which the beam member 20 should be arranged, and parallel to the predetermined position means at least the orientation of the position and orientation in which the beam member 20 should be arranged. It shall mean the case where is matched.

続いて鉛直方向移動ステップS40について説明する。
図5は一実施形態に係る梁部材の搬入方法を示す概略図であり、(A)は梁部材を所定位置に対して平行に配置した状態、(B)は梁部材のテーパ面に沿って下降している状態、(C)は梁部材が所定位置に配置された状態を示す。
鉛直方向移動ステップS40では、所定位置の上方において該所定位置に対して平行に配置された梁部材20(図5(A)参照)を、揚重装置5を用いて下降させる。梁部材20が鉛直方向に下降されると、梁部材20のテーパ面26がブラケット部材10のテーパ面16に当接する(図5(B)参照)。例えば図3及び図5に示すように、長手方向における両端にテーパ面26が形成されている場合は、いずれか一方のテーパ面26がブラケット部材10のテーパ面16に当接し得る。その後、揚重装置5によって梁部材20の下降を続けると、テーパ面16、26に案内された梁部材20が、所定位置に対して平行のまま、水平方向に移動しながら下方に向けて斜め下方に移動する(図5(B)参照)。そして、梁部材20をさらに揚重装置5によって下降させることで、梁部材20が所定位置に配置される(図5(C)参照)。
Subsequently, the vertical movement step S40 will be described.
5A and 5B are schematic views showing a method of carrying in a beam member according to an embodiment. FIG. 5A shows a state in which the beam member is arranged parallel to a predetermined position, and FIG. 5B shows a state along a tapered surface of the beam member. The descending state (C) indicates a state in which the beam member is arranged at a predetermined position.
In the vertical movement step S40, the beam member 20 (see FIG. 5A) arranged parallel to the predetermined position above the predetermined position is lowered by using the lifting device 5. When the beam member 20 is lowered in the vertical direction, the tapered surface 26 of the beam member 20 comes into contact with the tapered surface 16 of the bracket member 10 (see FIG. 5B). For example, as shown in FIGS. 3 and 5, when tapered surfaces 26 are formed at both ends in the longitudinal direction, one of the tapered surfaces 26 may abut on the tapered surface 16 of the bracket member 10. After that, when the beam member 20 is continuously lowered by the lifting device 5, the beam member 20 guided by the tapered surfaces 16 and 26 remains parallel to the predetermined position and moves in the horizontal direction while being slanted downward. It moves downward (see FIG. 5 (B)). Then, the beam member 20 is further lowered by the lifting device 5, so that the beam member 20 is arranged at a predetermined position (see FIG. 5C).

以上に述べた方法によれば、構造物1に取り付けられたブラケット部材10の一面11側に、該ブラケット部材10の端面17から突出するようにプレート部材18が取り付けられ、このプレート部材18に対して、ブラケット部材10の他面12側から、揚重装置5によって揚重された梁部材20が近づけられて当接されることにより、梁部材20の水平方向における配向が補正されて所定位置に対して平行に配置される。その後、揚重装置5により、ブラケット部材10の端面17に形成されたテーパ面16と梁部材20の端面27に形成されたテーパ面26とが接触するようにして梁部材20が下方に移動されることにより、梁部材20の長手方向における位置のずれ乃至誤差が補正される。つまり、上記方法によれば、仮に所定位置の近傍に揚重された梁部材20の水平方向の位置又は配向が所定位置とずれている場合であっても、構造物1の所定位置に対する梁部材20の搬入作業を、揚重装置を用いて実現することができる。したがって、効率的に梁部材20を搬入可能な梁部材の搬入方法を提供することができる。そして、このような方法を用いれば、揚重装置5によって梁部材20を構造物1の所定位置に容易に搬入可能であるから、自動建方に用いて好適な梁部材の搬入方法であるといえる。 According to the method described above, the plate member 18 is attached to the one surface 11 side of the bracket member 10 attached to the structure 1 so as to project from the end surface 17 of the bracket member 10, and the plate member 18 is attached to the plate member 18. Then, the beam member 20 lifted by the lifting device 5 is brought close to and abutted from the other surface 12 side of the bracket member 10, so that the orientation of the beam member 20 in the horizontal direction is corrected and the beam member 20 is brought into a predetermined position. It is arranged parallel to each other. After that, the lifting device 5 moves the beam member 20 downward so that the tapered surface 16 formed on the end surface 17 of the bracket member 10 and the tapered surface 26 formed on the end surface 27 of the beam member 20 come into contact with each other. As a result, the deviation or error of the position of the beam member 20 in the longitudinal direction is corrected. That is, according to the above method, even if the horizontal position or orientation of the beam member 20 lifted near the predetermined position deviates from the predetermined position, the beam member with respect to the predetermined position of the structure 1 The carry-in work of 20 can be realized by using the lifting device. Therefore, it is possible to provide a method for carrying in a beam member that can efficiently carry in the beam member 20. Then, if such a method is used, the beam member 20 can be easily carried into a predetermined position of the structure 1 by the lifting device 5, so that it is a suitable method for carrying in the beam member for automatic construction. I can say.

図3に戻り、幾つかの実施形態では、上記何れかの実施形態に記載の方法において、梁部材20は、長手方向を有する第1上側フランジ部23と、第1上側フランジ部23と対向するようにして長手方向に沿って配置され、第1上側フランジ部23よりも長手方向に短い第1下側フランジ部24と、第1上側フランジ部23と第1下側フランジ部24とを連結する第1ウェブ部25であって、長手方向の両端にテーパ面26が形成されることで上辺より下辺が短い台形状に形成された第1ウェブ部25と、を含んでいてもよい。つまり、梁部材20は、所謂H鋼の形状に基づいて形成されていてもよい。
この場合、ブラケット部材10は、例えば図4に例示するように、長手方向を有する第2上側フランジ部13と、第2上側フランジ部13と対向するようにして長手方向に沿って配置され、第2上側フランジ部13よりも長手方向に長い第2下側フランジ部14と、第2上側フランジ部13と第2下側フランジ部14とを連結する第2ウェブ部15であって、長手方向の一端15Aにテーパ面16が形成されることで上辺(上端15B)より下辺(下端15C)が長く形成された第2ウェブ部15と、を含んでいてもよい。すなわち、ブラケット部材10もまた、所謂H鋼の形状に基づいて形成されていてもよい。
そして、プレート部材18は、ブラケット部材10の第2ウェブ部15に取り付けてもよい。
Returning to FIG. 3, in some embodiments, in the method described in any of the above embodiments, the beam member 20 faces the first upper flange portion 23 having a longitudinal direction and the first upper flange portion 23. The first lower flange portion 24, which is arranged along the longitudinal direction and is shorter in the longitudinal direction than the first upper flange portion 23, and the first upper flange portion 23 and the first lower flange portion 24 are connected. The first web portion 25 may include a first web portion 25 formed in a trapezoidal shape having a lower side shorter than the upper side by forming tapered surfaces 26 at both ends in the longitudinal direction. That is, the beam member 20 may be formed based on the shape of so-called H steel.
In this case, as illustrated in FIG. 4, the bracket member 10 is arranged along the longitudinal direction so as to face the second upper flange portion 13 having the longitudinal direction and the second upper flange portion 13. 2 A second web portion 15 that connects a second lower flange portion 14 that is longer in the longitudinal direction than the upper flange portion 13 and a second upper flange portion 13 and a second lower flange portion 14 in the longitudinal direction. A second web portion 15 in which the lower side (lower end 15C) is formed longer than the upper side (upper end 15B) by forming the tapered surface 16 at one end 15A may be included. That is, the bracket member 10 may also be formed based on the shape of so-called H steel.
Then, the plate member 18 may be attached to the second web portion 15 of the bracket member 10.

このようにブラケット部材10及び梁部材20をH鋼に基づいて形成する方法によれば、プレート取り付けステップS20では、ブラケット部材10の第2ウェブ部15の端面17から突出するようにしてプレート部材18が取り付けられ、水平方向移動ステップS30では、ブラケット部材10の第2ウェブ部15に取り付けられたプレート部材18に対して、ブラケット部材10の他面12側から梁部材20の第1ウェブ部25が当接される。ここで、梁部材20側にプレート部材18を設けた場合は、プレート部材18を取り付けない場合と比較して揚重装置5による揚重の際に風を受ける面積が大きくなるから、搬入作業に影響する可能性がないとはいえない。一方、上記方法のように、ブラケット部材10の第2ウェブ部15にプレート部材18を取り付けることで、揚重装置5で吊り上げられた梁部材20に対する風の影響を抑制することができるから、安全かつ効率的に実現し得る梁部材の搬入方法を提供することができる。 According to the method of forming the bracket member 10 and the beam member 20 based on H steel in this way, in the plate mounting step S20, the plate member 18 is projected from the end surface 17 of the second web portion 15 of the bracket member 10. In the horizontal movement step S30, the first web portion 25 of the beam member 20 is attached to the plate member 18 attached to the second web portion 15 of the bracket member 10 from the other surface 12 side of the bracket member 10. Be abutted. Here, when the plate member 18 is provided on the beam member 20 side, the area that receives the wind during lifting by the lifting device 5 is larger than that when the plate member 18 is not attached, so that the carrying-in work can be performed. It cannot be said that there is a possibility of affecting it. On the other hand, by attaching the plate member 18 to the second web portion 15 of the bracket member 10 as in the above method, the influence of the wind on the beam member 20 lifted by the lifting device 5 can be suppressed, which is safe. Moreover, it is possible to provide a method for carrying in a beam member that can be efficiently realized.

幾つかの実施形態では、上述した方法において、例えば図3(A)及び図3(B)に例示するように、梁部材20の第1上側フランジ部23は、第1ウェブ部25の上辺よりも長手方向に突出するように延設された上側延設部23Aを含んでいてもよい。この場合、ブラケット部材10の第2下側フランジ部14は、例えば図4(A)及び図4(B)に例示するように、第2ウェブ部15の下辺(下端15C)よりも長手方向に突出するように延設された下側延設部14Aを含んでいてもよい。そして、水平方向移動ステップS30では、上側延設部23Aの下面23A1が、第2ウェブ部15の上端15Bの一部に当接するとともに、第1ウェブ部25の下端(下辺25B)の一部が下側延設部14Aの上面14A1に当接するように、梁部材20を下方に移動させてもよい。 In some embodiments, in the above method, for example, as illustrated in FIGS. 3A and 3B, the first upper flange portion 23 of the beam member 20 is from the upper side of the first web portion 25. May also include an upper extension portion 23A extending so as to project in the longitudinal direction. In this case, the second lower flange portion 14 of the bracket member 10 is longitudinally longer than the lower side (lower end 15C) of the second web portion 15 as illustrated in FIGS. 4 (A) and 4 (B), for example. The lower extension portion 14A extending so as to protrude may be included. Then, in the horizontal movement step S30, the lower surface 23A1 of the upper extending portion 23A comes into contact with a part of the upper end 15B of the second web portion 15, and a part of the lower end (lower side 25B) of the first web portion 25 is abutted. The beam member 20 may be moved downward so as to come into contact with the upper surface 14A1 of the lower extending portion 14A.

このようにすれば、梁部材20は、その上側延設部23Aがブラケット部材10の第2ウェブ部15の上端15Bの一部に当接するとともに、第1ウェブ部25の下辺25Bの一部がブラケット部材10の下側延設部14Aの上面14A1に当接するようにしてブラケット部材10に載置される。つまり、梁部材20の少なくとも一部がブラケット部材10に重なって該ブラケット部材10上に載置されるようにして梁部材20を下降させることができるから、下降後の梁部材20を、特別な部材や工程を要することなく、ブラケット部材10によって安定的に支持することができる。したがって、効率的に梁部材20を搬入可能な梁部材の搬入方法を提供することができる。 In this way, the upper extending portion 23A of the beam member 20 comes into contact with a part of the upper end 15B of the second web portion 15 of the bracket member 10, and a part of the lower side 25B of the first web portion 25 is formed. The bracket member 10 is placed on the bracket member 10 so as to abut on the upper surface 14A1 of the lower extension portion 14A of the bracket member 10. That is, since the beam member 20 can be lowered so that at least a part of the beam member 20 overlaps the bracket member 10 and is placed on the bracket member 10, the beam member 20 after the lowering can be made special. It can be stably supported by the bracket member 10 without requiring a member or a process. Therefore, it is possible to provide a method for carrying in a beam member that can efficiently carry in the beam member 20.

幾つかの実施形態では、上述した何れか一つの実施形態に記載の方法において、例えば図3(A)〜図4(B)に例示するように、梁部材20及び構造物1の少なくとも一方は、所定位置に配置された梁部材20と構造物1とを係止するガイドリブ30であって、上下方向に沿う側面を有するガイドリブ30を含み、鉛直方向移動ステップS40では、梁部材20を下方に移動させつつ梁部材20及び構造物1の少なくとも他方とガイドリブ30とを係合させてもよい。 In some embodiments, in the method described in any one of the above embodiments, at least one of the beam member 20 and the structure 1 is, for example, as illustrated in FIGS. 3 (A) to 4 (B). , A guide rib 30 for locking the beam member 20 arranged at a predetermined position and the structure 1, including the guide rib 30 having side surfaces along the vertical direction, and in the vertical movement step S40, the beam member 20 is moved downward. At least the other of the beam member 20 and the structure 1 may be engaged with the guide rib 30 while being moved.

ガイドリブ30は、所定位置に配置された梁部材20が、少なくとも長手方向と直交する方向(幅方向)を含む水平方向にずれることを防止する機能を有する。すなわち、ガイドリブ30は、所定位置に配置された梁部材20が、当該ガイドリブ30とプレート部材18との間に配置される位置に設けられている。幾つかの実施形態において、梁部材20に設けられるガイドリブ30は、梁部材20の長手方向と直交する方向(幅方向)において、少なくともブラケット部材10における第2ウェブ部15の厚さ以上の距離だけ第1ウェブ部25から離れて設けられていてもよい。また、ブラケット部材10に設けられるガイドリブ30は、ブラケット部材10の長手方向と直交する方向(幅方向)において、少なくとも梁部材20における第1ウェブ部25の厚さ以上の距離だけ第2ウェブ部15乃至プレート部材18から離れて設けられていてもよい。
かかるガイドリブ30は、鉛直方向移動ステップS40において梁部材20を鉛直に下降させた際に、第1ウェブ部25と第2ウェブ部15とが同一平面上に配置されるように、相手の部材を幅方向に案内し得るテーパ面を有していてもよい。テーパ面は、例えば、第1ウェブ部25又は第2ウェブ部15から上記幅方向に離れるほど基端部からの高さが高くなるように形成された傾斜面であってもよい。
なお、ガイドリブ30は、梁部材20の第1上側フランジ部23の下面、又はブラケット部材10の第2下側フランジ部14の上面に対して垂直に、又は鉛直方向に向けて凸状を呈する種々の形態をとり得る。例えば、ガイドリブ30は、図3(A)、図3(B)、図4(A)、図4(B)、図5(C)に例示するように、上下方向(鉛直方向)に沿って延在するとともに平面視にて交差(又は直交)するように屈折したL字状の立設部を含む形状を有していてもよい。或いは、ガイドリブ30は、鉛直方向に沿って延在するとともに梁部材20又はブラケット部材10の幅方向(短手方向)に沿って配置された平板状の形状を有していてもよい(図10(A)〜図10(D)参照)。かかるガイドリブ30は、溶接又はボルト結合等の固定手段により梁部材20又はブラケット部材10のフランジ部に接続される。
さらに、梁部材20に設けられるガイドリブ30と、ブラケット部材10に設けられるガイドリブ30とは、ブラケット部材10上に梁部材20が配置された際に、互いがウェブ部15、25を挟んで反対側に配置されるように設けられていてもよい。
The guide rib 30 has a function of preventing the beam member 20 arranged at a predetermined position from shifting in the horizontal direction including at least a direction orthogonal to the longitudinal direction (width direction). That is, the guide rib 30 is provided at a position where the beam member 20 arranged at a predetermined position is arranged between the guide rib 30 and the plate member 18. In some embodiments, the guide ribs 30 provided on the beam member 20 are at least a distance greater than or equal to the thickness of the second web portion 15 on the bracket member 10 in a direction (width direction) orthogonal to the longitudinal direction of the beam member 20. It may be provided apart from the first web portion 25. Further, the guide ribs 30 provided on the bracket member 10 are provided at least by a distance equal to or greater than the thickness of the first web portion 25 of the beam member 20 in the direction (width direction) orthogonal to the longitudinal direction of the bracket member 10. Alternatively, it may be provided apart from the plate member 18.
The guide rib 30 sets the mating member so that the first web portion 25 and the second web portion 15 are arranged on the same plane when the beam member 20 is vertically lowered in the vertical movement step S40. It may have a tapered surface that can guide in the width direction. The tapered surface may be, for example, an inclined surface formed so that the height from the base end portion increases as the distance from the first web portion 25 or the second web portion 15 increases in the width direction.
The guide ribs 30 are variously convex with respect to the lower surface of the first upper flange portion 23 of the beam member 20 or the upper surface of the second lower flange portion 14 of the bracket member 10 or in the vertical direction. Can take the form of. For example, the guide rib 30 is provided along the vertical direction (vertical direction) as illustrated in FIGS. 3 (A), 3 (B), 4 (A), 4 (B), and 5 (C). It may have a shape including an L-shaped upright portion that extends and is refracted so as to intersect (or orthogonally) in a plan view. Alternatively, the guide rib 30 may have a flat plate shape extending along the vertical direction and arranged along the width direction (short direction) of the beam member 20 or the bracket member 10 (FIG. 10). (A) to FIG. 10 (D)). The guide rib 30 is connected to the flange portion of the beam member 20 or the bracket member 10 by fixing means such as welding or bolt connection.
Further, the guide rib 30 provided on the beam member 20 and the guide rib 30 provided on the bracket member 10 are opposite to each other with the web portions 15 and 25 interposed therebetween when the beam member 20 is arranged on the bracket member 10. It may be provided so as to be arranged in.

このように梁部材20及び構造物1の少なくとも一方ガイドリブ30を含む方法によれば、鉛直方向移動ステップS40において、揚重装置5により梁部材20を下方に移動させることで、上述したテーパ面16,26による長手方向の位置ずれの補正に加えて、梁部材20と構造物1とがガイドリブ30を介して係止される。つまり、所定位置に配置された梁部材20を、該梁部材20とブラケット部材10との接触面における摩擦力に加えて、係止部乃至保持部として物理的に係止することができる。よって、構造物1の所定位置に取り付けられた後の梁部材20を、ガイドリブ30を含まない場合に比べてより確実に構造物1上に支持することができるから、所定位置に配置した梁部材20の安定性を向上させることができる。したがって、効率的に梁部材20を搬入可能な梁部材の搬入方法を提供することができる。 According to the method including at least one guide rib 30 of the beam member 20 and the structure 1 as described above, in the vertical movement step S40, the beam member 20 is moved downward by the lifting device 5 to cause the tapered surface 16 described above. In addition to the correction of the positional deviation in the longitudinal direction by 26, the beam member 20 and the structure 1 are locked via the guide rib 30. That is, the beam member 20 arranged at a predetermined position can be physically locked as a locking portion or a holding portion in addition to the frictional force on the contact surface between the beam member 20 and the bracket member 10. Therefore, the beam member 20 after being attached to the predetermined position of the structure 1 can be more reliably supported on the structure 1 as compared with the case where the guide rib 30 is not included. Therefore, the beam member arranged at the predetermined position can be supported. The stability of 20 can be improved. Therefore, it is possible to provide a method for carrying in a beam member that can efficiently carry in the beam member 20.

続いて一実施形態に係る梁部材の搬入方法についてさらに詳しく説明する。
図6は一実施形態に係る梁部材の搬入方法を示すフローチャートである。図7は一実施形態に係る梁部材の搬入方法を示す概略図であり、(A)は梁部材を所定位置近傍に配置した状態、(B)は梁部材の一端を構造物のプレート部材に当接させた状態、(C)は梁部材をテーパ面に沿って下降させている状態、(D)は梁部材が所定位置に配置された状態を示す。図8は一実施形態に係る梁部材の搬入方法を示す概略図であり、(A)は梁部材の一端を構造物のプレート部材に当接させた状態、(B)は梁部材をテーパ面に沿って下降させている状態、(C)は梁部材が所定位置に配置された状態を示す。
Subsequently, the method of carrying in the beam member according to the embodiment will be described in more detail.
FIG. 6 is a flowchart showing a method of carrying in the beam member according to the embodiment. 7A and 7B are schematic views showing a method of carrying in a beam member according to an embodiment. FIG. 7A shows a state in which the beam member is arranged near a predetermined position, and FIG. 7B shows one end of the beam member as a plate member of a structure. The abutted state, (C) shows the state where the beam member is lowered along the tapered surface, and (D) shows the state where the beam member is arranged at a predetermined position. 8A and 8B are schematic views showing a method of carrying in a beam member according to an embodiment. FIG. 8A shows a state in which one end of the beam member is in contact with a plate member of a structure, and FIG. 8B shows a tapered surface of the beam member. A state in which the beam member is lowered along the above, (C) indicates a state in which the beam member is arranged at a predetermined position.

幾つかの実施形態では、上述した方法において、例えば図1、図5及び図6〜図8に例示するように、少なくとも一つのブラケット部材10は、梁部材20の一端20A側と接合される一端側ブラケット部材10A、及び梁部材20の他端20B側と接合される他端側ブラケット部材10Bを含んでいてもよい。そして、水平方向移動ステップS30は、梁部材20の一端20A側を、一端側ブラケット部材10Aに取り付けられたプレート部材18に当接させるステップS32(図7(A)、図7(B)及び図8(A)参照)と、梁部材20の一端20A側を中心として梁部材20を回転させることで、梁部材20の他端20B側を他端側ブラケット部材10Bに取り付けられたプレート部材18に当接させるステップS34(図7(B)、図7(C)、図8(A)及び図8(B)参照)と、を含んでいてもよい。 In some embodiments, in the method described above, at least one bracket member 10 is joined to one end 20A side of the beam member 20 as illustrated, for example, in FIGS. 1, 5 and 6-8. The side bracket member 10A and the other end side bracket member 10B joined to the other end 20B side of the beam member 20 may be included. Then, in the horizontal movement step S30, one end 20A side of the beam member 20 is brought into contact with the plate member 18 attached to the one end side bracket member 10A (FIGS. 7A, 7B and 7B). 8 (A)) and by rotating the beam member 20 around one end 20A side of the beam member 20, the other end 20B side of the beam member 20 is attached to the plate member 18 attached to the other end side bracket member 10B. The abutting step S34 (see FIGS. 7 (B), 7 (C), 8 (A) and 8 (B)) may be included.

ステップS32では、一端側ブラケット部材10A又は他端側ブラケット部材10Bの延在方向(長手方向)に対して梁部材20の延在方向(長手方向)のなす角度θが、例えば、−10°≦θ≦10°を満たすようにして、梁部材20の一端20A側をプレート部材18に当接させてもよい。つまり、ステップS32では、所定位置に対して平行±10°の角度範囲で梁部材20の一端20A側を一端側ブラケット部材10Aのプレート部材18に当接させてもよい。 In step S32, the angle θ formed by the extending direction (longitudinal direction) of the beam member 20 with respect to the extending direction (longitudinal direction) of the one end side bracket member 10A or the other end side bracket member 10B is, for example, −10 ° ≦. One end 20A side of the beam member 20 may be brought into contact with the plate member 18 so as to satisfy θ ≦ 10 °. That is, in step S32, one end 20A side of the beam member 20 may be brought into contact with the plate member 18 of the one end side bracket member 10A within an angle range of ± 10 ° parallel to the predetermined position.

このような方法によれば、揚重装置5により、梁部材20の一端20A側が、一端側ブラケット部材10Aに取り付けられたプレート部材18に当接され、該梁部材20の一端20A側を中心として梁部材20が回転されることで、梁部材20の他端20B側が他端側ブラケット部材10Bに取り付けられたプレート部材18に当接される。このように、所定位置の近傍に吊り上げられた梁部材20を、その一端20A側と他端20B側とにおいて夫々プレート部材18に当接させることにより、所定位置に対して梁部材20を平行に配置する工程を高精度に実現することができる。 According to such a method, one end 20A side of the beam member 20 is brought into contact with the plate member 18 attached to the one end side bracket member 10A by the lifting device 5, and the one end 20A side of the beam member 20 is centered. By rotating the beam member 20, the other end 20B side of the beam member 20 comes into contact with the plate member 18 attached to the other end side bracket member 10B. In this way, the beam member 20 suspended in the vicinity of the predetermined position is brought into contact with the plate member 18 at one end 20A side and the other end 20B side, respectively, so that the beam member 20 is parallel to the predetermined position. The process of arranging can be realized with high accuracy.

続いて本発明の他の実施形態に係る梁部材の搬入方法について説明する。
図9は本発明の他の実施形態に係る梁部材の搬入方法を示すフローチャートである。図10は他の実施形態に係る梁部材の搬入方法を示す概略図であり、(A)は梁部材の正面図、(B)は同下面図、(C)はブラケット部材の正面図、(B)は同平面図である。
図9及び図10(A)〜図10(B)に例示するように、本発明の少なくとも一実施形態に係る梁部材の搬入方法は、梁部材20を構造物1の所定位置に取付ける際に用いられる梁部材の搬入方法であって、上述した幾つかの実施形態ではプレート部材18がブラケット部材10に設けられているのに対し、プレート部材18が梁部材20に設けられている点において異なり、その他は同様である。したがって、既に述べた幾つかの実施形態と共通の要素には同一の符号を付し、その説明は省略する。
Subsequently, a method of carrying in the beam member according to another embodiment of the present invention will be described.
FIG. 9 is a flowchart showing a method of carrying in a beam member according to another embodiment of the present invention. 10A and 10B are schematic views showing a method of carrying in the beam member according to another embodiment, where FIG. 10A is a front view of the beam member, FIG. 10B is a bottom view of the beam member, and FIG. 10C is a front view of the bracket member. B) is the same plan view.
As illustrated in FIGS. 9 and 10 (A) to 10 (B), the method of carrying in the beam member according to at least one embodiment of the present invention is when the beam member 20 is attached to a predetermined position of the structure 1. The method for carrying in the beam member used is different in that the plate member 18 is provided on the bracket member 10 in some of the above-described embodiments, whereas the plate member 18 is provided on the beam member 20. , Others are the same. Therefore, the same reference numerals are given to the elements common to some of the embodiments already described, and the description thereof will be omitted.

図9に例示する他の実施形態に係る梁部材の搬入方法において、構造物1は、梁部材20と接合される少なくとも一つのブラケット部材10を含み、梁部材20は、該梁部材20の一面21側に、該梁部材20の端面27から突出するように取り付けられたプレート部材18を含む。そして、上記方法は、揚重装置5によって、梁部材20を所定位置の近傍まで吊り上げるとともに、梁部材20の他面22側を構造物1に取り付けられたブラケット部材10に近づけて、梁部材20が所定位置に対して平行となるようにプレート部材18をブラケット部材10に当接させる水平方向移動ステップS130と、水平方向移動ステップS130の後に、揚重装置5によって、ブラケット部材10の端面17に形成されているテーパ面16と梁部材20の端面27に形成されているテーパ面26とを接触させるように梁部材20を下方に移動させる鉛直方向移動ステップS140と、を備えている。
なお、幾つかの実施形態における梁部材の搬入方法は、上記ブラケット部材10を構造物1に取り付けるブラケット部材取り付けステップS110、又は上記プレート部材18を梁部材20に取り付けるプレート取り付けステップS120の少なくとも一方をさらに備えていてもよい。
In the method of carrying in the beam member according to the other embodiment illustrated in FIG. 9, the structure 1 includes at least one bracket member 10 joined to the beam member 20, and the beam member 20 is one surface of the beam member 20. On the 21 side, a plate member 18 attached so as to project from the end surface 27 of the beam member 20 is included. Then, in the above method, the beam member 20 is lifted to the vicinity of a predetermined position by the lifting device 5, and the other surface 22 side of the beam member 20 is brought close to the bracket member 10 attached to the structure 1, and the beam member 20 is used. After the horizontal movement step S130 and the horizontal movement step S130 in which the plate member 18 is brought into contact with the bracket member 10 so as to be parallel to the predetermined position, the lifting device 5 is used to bring the plate member 18 to the end surface 17 of the bracket member 10. A vertical movement step S140 for moving the beam member 20 downward so as to bring the tapered surface 16 formed and the tapered surface 26 formed on the end surface 27 of the beam member 20 into contact with each other is provided.
In some embodiments, the beam member is carried in at least one of the bracket member mounting step S110 for mounting the bracket member 10 to the structure 1 or the plate mounting step S120 for mounting the plate member 18 to the beam member 20. You may also have more.

このように梁部材20にプレート部材18を設ける方法によれば、プレート取り付けステップS120では、梁部材20の一面21側に該梁部材20の端面27から突出するようにプレート部材18が取り付けられ、水平方向移動ステップS130では、構造物1に取り付けられたブラケット部材10に対して、揚重装置5により、梁部材20の他面22側を近づけて当接させることにより、梁部材20の水平方向における配向が補正されて所定位置に対して平行に配置される。その後、揚重装置5により、ブラケット部材10の端面17に形成されたテーパ面16と梁部材20の端面27に形成されたテーパ面26とが接触するようにして梁部材20が下方に移動されることにより、梁部材20の長手方向における位置のずれ乃至誤差が補正される。つまり、上述した他の実施形態の方法によれば、仮に所定位置の近傍に揚重された梁部材20の水平方向の位置又は配向が所定位置とずれている場合であっても、構造物1の所定位置に対する梁部材20の搬入作業を、揚重装置5を用いて実現することができる。したがって、効率的に梁部材20を搬入可能な梁部材の搬入方法を提供することができる。そして、このような方法を用いれば、揚重装置5によって梁部材20を構造物1の所定位置に容易に搬入可能であるから、自動建方に用いて好適な梁部材の搬入方法であるといえる。 According to the method of providing the plate member 18 on the beam member 20 in this way, in the plate attachment step S120, the plate member 18 is attached to one surface 21 side of the beam member 20 so as to protrude from the end surface 27 of the beam member 20. In the horizontal movement step S130, the other surface 22 side of the beam member 20 is brought into close contact with the bracket member 10 attached to the structure 1 by the lifting device 5 in the horizontal direction of the beam member 20. Is corrected and placed parallel to a predetermined position. After that, the lifting device 5 moves the beam member 20 downward so that the tapered surface 16 formed on the end surface 17 of the bracket member 10 and the tapered surface 26 formed on the end surface 27 of the beam member 20 come into contact with each other. As a result, the deviation or error of the position of the beam member 20 in the longitudinal direction is corrected. That is, according to the method of the other embodiment described above, even if the horizontal position or orientation of the beam member 20 lifted in the vicinity of the predetermined position deviates from the predetermined position, the structure 1 The work of carrying in the beam member 20 with respect to the predetermined position can be realized by using the lifting device 5. Therefore, it is possible to provide a method for carrying in a beam member that can efficiently carry in the beam member 20. Then, if such a method is used, the beam member 20 can be easily carried into a predetermined position of the structure 1 by the lifting device 5, so that it is a suitable method for carrying in the beam member for automatic construction. I can say.

上述したように、本発明の少なくとも一実施形態に係る梁部材20は、構造物1の所定位置に取り付けられる梁部材20であって、長手方向を有する第1上側フランジ部23と、第1上側フランジ部23と対向するようにして長手方向に沿って配置され、第1上側フランジ部23よりも長手方向に短い第1下側フランジ部24と、第1上側フランジ部23と第1下側フランジ部24とを連結する第1ウェブ部25であって、長手方向の両端にテーパ面26が形成されることで上辺25Aより下辺25Bが短い台形状に形成された第1ウェブ部25と、を備えている。
そして、第1上側フランジ部23は、第1ウェブ部25の上辺25Aよりも長手方向に突出するように延設された上側延設部23Aを含む。
As described above, the beam member 20 according to at least one embodiment of the present invention is a beam member 20 attached to a predetermined position of the structure 1, and has a first upper flange portion 23 having a longitudinal direction and a first upper side. The first lower flange portion 24, which is arranged along the longitudinal direction so as to face the flange portion 23 and is shorter in the longitudinal direction than the first upper flange portion 23, the first upper flange portion 23, and the first lower flange portion. A first web portion 25 for connecting the portions 24, the first web portion 25 having a trapezoidal shape in which the lower side 25B is shorter than the upper side 25A by forming tapered surfaces 26 at both ends in the longitudinal direction. I have.
The first upper flange portion 23 includes an upper extending portion 23A extending so as to project in the longitudinal direction from the upper side 25A of the first web portion 25.

このように、梁部材20が上側延設部23Aを含む構成によれば、梁部材20の少なくとも一部がブラケット部材10に重なって該ブラケット部材10上に載置されるようにして梁部材20を下降させることができるから、下降後の梁部材20を、特別な部材や工程を要することなく、ブラケット部材10によって安定的に支持することができる。したがって、効率的に梁部材20を搬入可能な梁部材20を提供することができる。また、このような梁部材20を用いれば、揚重装置5によって構造物1の所定位置に容易に搬入可能であるから、自動建方に用いて好適な梁部材20であるといえる。 As described above, according to the configuration in which the beam member 20 includes the upper extending portion 23A, at least a part of the beam member 20 overlaps the bracket member 10 and is placed on the bracket member 10. Can be lowered, so that the lowered beam member 20 can be stably supported by the bracket member 10 without requiring a special member or process. Therefore, it is possible to provide the beam member 20 capable of efficiently carrying the beam member 20. Further, if such a beam member 20 is used, it can be easily carried into a predetermined position of the structure 1 by the lifting device 5, so that it can be said that the beam member 20 is suitable for automatic construction.

さらに、上述したように、本発明の少なくとも一実施形態に係るブラケット部材10は、構造物1に取り付けられるブラケット部材10であって、長手方向を有する第2上側フランジ部13と、第2上側フランジ部13と対向するようにして長手方向に沿って配置され、第2上側フランジ部13よりも長手方向に長い第2下側フランジ部14と、第2上側フランジ部13と第2下側フランジ部14とを連結する第2ウェブ部15であって、長手方向の一端にテーパ面16が形成されることで上端15B(上辺)より下端15C(下辺)が長く形成された第2ウェブ部15と、を備えている。
そして、第2下側フランジ部14は、第2ウェブ部15の下辺(下端15C)よりも長手方向に突出するように延設された下側延設部14Aを含む。
Further, as described above, the bracket member 10 according to at least one embodiment of the present invention is the bracket member 10 attached to the structure 1, and has a second upper flange portion 13 having a longitudinal direction and a second upper flange. A second lower flange portion 14, which is arranged along the longitudinal direction so as to face the portion 13 and is longer in the longitudinal direction than the second upper flange portion 13, and a second upper flange portion 13 and a second lower flange portion. A second web portion 15 connecting the 14 to the second web portion 15 having a tapered surface 16 formed at one end in the longitudinal direction so that the lower end 15C (lower side) is longer than the upper end 15B (upper side). , Is equipped.
The second lower flange portion 14 includes a lower extension portion 14A that extends in the longitudinal direction from the lower side (lower end 15C) of the second web portion 15.

このように、ブラケット部材10が下側延設部14Aを含む構成によれば、梁部材20の少なくとも一部がブラケット部材10の下側延設部14Aに重なって該ブラケット部材10上に載置されるようにして梁部材20を下降させることができるから、下降後の梁部材20を、特別な部材や工程を要することなく、ブラケット部材10によって安定的に支持することができる。したがって、効率的に梁部材20を搬入可能なブラケット部材10を提供することができる。また、このようなブラケット部材10を用いれば、揚重装置5によって所定位置に梁部材20を容易に搬入可能であるから、自動建方に用いて好適なブラケット部材10であるといえる。 As described above, according to the configuration in which the bracket member 10 includes the lower extension portion 14A, at least a part of the beam member 20 overlaps the lower extension portion 14A of the bracket member 10 and is placed on the bracket member 10. Since the beam member 20 can be lowered in such a manner, the lowered beam member 20 can be stably supported by the bracket member 10 without requiring a special member or process. Therefore, it is possible to provide the bracket member 10 capable of efficiently carrying the beam member 20. Further, if such a bracket member 10 is used, the beam member 20 can be easily carried into a predetermined position by the lifting device 5, so that it can be said that the bracket member 10 is suitable for automatic construction.

以上述べた本発明の少なくとも一実施形態によれば、効率的に梁部材を搬入可能な梁部材の搬入方法、並びに当該方法に用いられて好適な梁部材及びブラケット部材を提供することができる。 According to at least one embodiment of the present invention described above, it is possible to provide a method for carrying in a beam member capable of efficiently carrying in the beam member, and a beam member and a bracket member suitable for use in the method.

本発明は上述した実施形態に限定されることはなく、上述した実施形態に変更を加えた形態や、これらの形態を組み合わせた形態も含む。 The present invention is not limited to the above-described embodiment, and includes a modified form of the above-described embodiment and a combination of these embodiments.

1 構造物
2 梁
3 柱部材
5 揚重装置
10 ブラケット部材
10A 一端側ブラケット部材(ブラケット部材)
10B 他端側ブラケット部材(ブラケット部材)
11 一面
12 他面
13 第2上側フランジ部
14 第2下側フランジ部
14A 下側延設部
14A1 上面
15 第2ウェブ部
15A 一端
15B 上端(上辺)
15C 下端(下辺)
16 テーパ面
17 端面
18 プレート部材
18A スプライスプレート(プレート部材)
20 梁部材
20A 一端
20B 他端
21 一面
22 他面
23 第1上側フランジ部
23A 上側延設部
23A1 下面
24 第1下側フランジ部
25 第1ウェブ部
25A 上辺
25B 下辺(下端)
26 テーパ面
27 端面
30 ガイドリブ
1 Structure 2 Beam 3 Pillar member 5 Lifting device 10 Bracket member 10A One end side bracket member (bracket member)
10B Other end side bracket member (bracket member)
11 One side 12 Other side 13 Second upper flange part 14 Second lower flange part 14A Lower extension part 14A1 Upper surface 15 Second web part 15A One end 15B Upper end (upper side)
15C lower end (lower side)
16 Tapered surface 17 End surface 18 Plate member 18A Splice plate (plate member)
20 Beam member 20A One end 20B One end 21 One side 22 Another side 23 First upper flange part 23A Upper extension part 23A1 Lower surface 24 First lower flange part 25 First web part 25A Upper side 25B Lower side (lower end)
26 Tapered surface 27 End surface 30 Guide rib

Claims (8)

梁部材を構造物の所定位置に取付ける際に用いられる梁部材の搬入方法であって、
前記構造物は、前記構造物に取り付けられるとともに前記梁部材と接合される少なくとも一つのブラケット部材、及び前記ブラケット部材の一面側に前記ブラケット部材の端面から突出するように取り付けられたプレート部材を含み、
揚重装置によって、前記梁部材を前記所定位置の近傍まで吊り上げるとともに、前記梁部材を前記ブラケット部材の他面側から前記ブラケット部材に近づけて、前記梁部材が前記所定位置に対して平行となるように前記梁部材を前記プレート部材に当接させる水平方向移動ステップと、
前記水平方向移動ステップの後に、前記揚重装置によって、前記ブラケット部材の前記端面に形成されているテーパ面と前記梁部材の端面に形成されているテーパ面とを接触させるように前記梁部材を下方に移動させる鉛直方向移動ステップと、
を備える梁部材の搬入方法。
It is a method of carrying in a beam member used when attaching a beam member to a predetermined position of a structure.
The structure includes at least one bracket member attached to the structure and joined to the beam member, and a plate member attached to one side of the bracket member so as to project from an end surface of the bracket member. ,
The lifting device lifts the beam member to the vicinity of the predetermined position and brings the beam member closer to the bracket member from the other surface side of the bracket member so that the beam member becomes parallel to the predetermined position. In the horizontal movement step of bringing the beam member into contact with the plate member,
After the horizontal movement step, the lifting device brings the beam member into contact with the tapered surface formed on the end surface of the bracket member and the tapered surface formed on the end surface of the beam member. A vertical movement step that moves downward,
A method of carrying in a beam member provided with.
前記少なくとも一つのブラケット部材は、前記梁部材の一端側と接合される一端側ブラケット部材、及び前記梁部材の他端側と接合される他端側ブラケット部材を含み、
前記水平方向移動ステップは、
前記梁部材の一端側を、前記一端側ブラケット部材に取り付けられたプレート部材に当接させるステップと、
前記梁部材の一端側を中心として前記梁部材を回転させることで、前記梁部材の他端側を前記他端側ブラケット部材に取り付けられたプレート部材に当接させるステップと、を含む請求項1に記載の梁部材の搬入方法。
The at least one bracket member includes one end side bracket member joined to one end side of the beam member and the other end side bracket member joined to the other end side of the beam member.
The horizontal movement step is
A step of bringing one end side of the beam member into contact with a plate member attached to the one end side bracket member,
Claim 1 includes a step of rotating the beam member around one end side of the beam member to bring the other end side of the beam member into contact with a plate member attached to the other end side bracket member. The method for carrying in the beam member described in 1.
前記梁部材は、
長手方向を有する第1上側フランジ部と、
前記第1上側フランジ部と対向するようにして前記長手方向に沿って配置され、前記第1上側フランジ部よりも前記長手方向に短い第1下側フランジ部と、
前記第1上側フランジ部と前記第1下側フランジ部とを連結する第1ウェブ部であって、前記長手方向の両端に前記テーパ面が形成されることで上辺より下辺が短い台形状に形成された第1ウェブ部と、を含み、
前記ブラケット部材は、
長手方向を有する第2上側フランジ部と、
前記第2上側フランジ部と対向するようにして前記長手方向に沿って配置され、前記第2上側フランジ部よりも前記長手方向に長い第2下側フランジ部と、
前記第2上側フランジ部と前記第2下側フランジ部とを連結する第2ウェブ部であって、前記長手方向の一端に前記テーパ面が形成されることで上辺より下辺が長く形成された第2ウェブ部と、を含み、
前記プレート部材は、前記第2ウェブ部に取り付けられる
請求項1又は2に記載の梁部材の搬入方法。
The beam member
The first upper flange portion having a longitudinal direction and
A first lower flange portion that is arranged along the longitudinal direction so as to face the first upper flange portion and is shorter in the longitudinal direction than the first upper flange portion.
A first web portion that connects the first upper flange portion and the first lower flange portion, and is formed in a trapezoidal shape in which the lower side is shorter than the upper side by forming the tapered surfaces at both ends in the longitudinal direction. Including the first web part and
The bracket member
The second upper flange portion having a longitudinal direction and
A second lower flange portion that is arranged along the longitudinal direction so as to face the second upper flange portion and is longer in the longitudinal direction than the second upper flange portion.
A second web portion that connects the second upper flange portion and the second lower flange portion, and the lower side is formed longer than the upper side by forming the tapered surface at one end in the longitudinal direction. Including 2 web parts
The method for carrying in a beam member according to claim 1 or 2, wherein the plate member is attached to the second web portion.
前記梁部材の前記第1上側フランジ部は、前記第1ウェブ部の前記上辺よりも前記長手方向に突出するように延設された上側延設部を含み、
前記ブラケット部材の前記第2下側フランジ部は、前記第2ウェブ部の前記下辺よりも前記長手方向に突出するように延設された下側延設部を含み、
前記水平方向移動ステップは、前記上側延設部の下面が、前記第2ウェブ部の上端の一部に当接するとともに、前記第1ウェブ部の下端の一部が前記下側延設部の上面に当接するように、前記梁部材を下方に移動させる
請求項3に記載の梁部材の搬入方法。
The first upper flange portion of the beam member includes an upper extension portion extending in the longitudinal direction from the upper side of the first web portion.
The second lower flange portion of the bracket member includes a lower extension portion that extends in the longitudinal direction from the lower side of the second web portion.
In the horizontal movement step, the lower surface of the upper extension portion abuts on a part of the upper end of the second web portion, and a part of the lower end of the first web portion is the upper surface of the lower extension portion. The method for carrying in a beam member according to claim 3, wherein the beam member is moved downward so as to come into contact with the beam member.
前記梁部材及び前記構造物の少なくとも一方は、前記所定位置に配置された前記梁部材と前記構造物とを係止するガイドリブであって、上下方向に沿う側面を有するガイドリブを含み、
前記鉛直方向移動ステップでは、前記梁部材を下方に移動させつつ前記梁部材及び前記構造物の少なくとも他方と前記ガイドリブとを係合させる
請求項1〜4の何れか一項に記載の梁部材の搬入方法。
At least one of the beam member and the structure is a guide rib that locks the beam member and the structure arranged at a predetermined position, and includes a guide rib having side surfaces along the vertical direction.
The beam member according to any one of claims 1 to 4, wherein in the vertical movement step, at least the other of the beam member and the structure is engaged with the guide rib while moving the beam member downward. Carry-in method.
梁部材を構造物の所定位置に取付ける際に用いられる梁部材の搬入方法であって、
前記構造物は、前記構造物に取り付けられるとともに前記梁部材と接合される少なくとも一つのブラケット部材を含み、
前記梁部材は、前記梁部材の一面側に前記梁部材の端面から突出するように取り付けられたプレート部材を含み、
揚重装置によって、前記梁部材を前記所定位置の近傍まで吊り上げるとともに、前記梁部材の他面側を前記ブラケット部材に近づけて、前記梁部材が前記所定位置に対して平行となるように前記プレート部材を前記ブラケット部材に当接させる水平方向移動ステップと、
前記水平方向移動ステップの後に、前記揚重装置によって、前記ブラケット部材の前記端面に形成されているテーパ面と前記梁部材の端面に形成されているテーパ面とを接触させるように前記梁部材を下方に移動させる鉛直方向移動ステップと、
を備える梁部材の搬入方法。
It is a method of carrying in a beam member used when attaching a beam member to a predetermined position of a structure.
The structure includes at least one bracket member that is attached to the structure and joined to the beam member.
The beam member includes a plate member attached to one surface side of the beam member so as to project from an end surface of the beam member.
The lifting device lifts the beam member to the vicinity of the predetermined position, and brings the other surface side of the beam member closer to the bracket member so that the beam member is parallel to the predetermined position. A horizontal movement step of bringing the member into contact with the bracket member, and
After the horizontal movement step, the lifting device brings the beam member into contact with the tapered surface formed on the end surface of the bracket member and the tapered surface formed on the end surface of the beam member. A vertical movement step that moves downward,
A method of carrying in a beam member provided with.
構造物の所定位置に取り付けられる梁部材であって、
長手方向を有する第1上側フランジ部と、
前記第1上側フランジ部と対向するようにして前記長手方向に沿って配置され、前記第1上側フランジ部よりも前記長手方向に短い第1下側フランジ部と、
前記第1上側フランジ部と前記第1下側フランジ部とを連結する第1ウェブ部であって、前記長手方向の両端に前記テーパ面が形成されることで上辺より下辺が短い台形状に形成された第1ウェブ部と、を備え、
前記第1上側フランジ部は、前記第1ウェブ部の前記上辺よりも前記長手方向に突出するように延設された上側延設部を含む
梁部材。
A beam member that is attached to a predetermined position in a structure.
The first upper flange portion having a longitudinal direction and
A first lower flange portion that is arranged along the longitudinal direction so as to face the first upper flange portion and is shorter in the longitudinal direction than the first upper flange portion.
A first web portion that connects the first upper flange portion and the first lower flange portion, and is formed in a trapezoidal shape in which the lower side is shorter than the upper side by forming the tapered surfaces at both ends in the longitudinal direction. With the first web part,
The first upper flange portion is a beam member including an upper extending portion extending so as to project in the longitudinal direction from the upper side of the first web portion.
構造物に取り付けられるブラケット部材であって、
長手方向を有する第2上側フランジ部と、
前記第2上側フランジ部と対向するようにして前記長手方向に沿って配置され、前記第2上側フランジ部よりも前記長手方向に長い第2下側フランジ部と、
前記第2上側フランジ部と前記第2下側フランジ部とを連結する第2ウェブ部であって、前記長手方向の一端に前記テーパ面が形成されることで上辺より下辺が長く形成された第2ウェブ部と、を備え、
前記第2下側フランジ部は、前記第2ウェブ部の前記下辺よりも前記長手方向に突出するように延設された下側延設部を含む
ブラケット部材。
A bracket member that can be attached to a structure
The second upper flange portion having a longitudinal direction and
A second lower flange portion that is arranged along the longitudinal direction so as to face the second upper flange portion and is longer in the longitudinal direction than the second upper flange portion.
A second web portion that connects the second upper flange portion and the second lower flange portion, and the lower side is formed longer than the upper side by forming the tapered surface at one end in the longitudinal direction. With 2 web parts,
The second lower flange portion is a bracket member including a lower extending portion that extends in the longitudinal direction from the lower side of the second web portion.
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Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS51156607U (en) * 1975-06-07 1976-12-14
JPS58115667U (en) * 1982-02-01 1983-08-06 大成建設株式会社 Beam attachment device
JPH05331910A (en) * 1991-05-29 1993-12-14 Taisei Corp Joining method for steel beam
JPH0762887A (en) * 1993-08-23 1995-03-07 Ohbayashi Corp Beam holding structure under post/beam installation structure
JPH0842153A (en) * 1994-07-27 1996-02-13 Fujita Corp Erecting method of long size steel frame member and joining connection structure of steel frame beam
US20140083042A1 (en) * 2012-09-27 2014-03-27 Best Nature Co., Ltd. Junction structure between structures and beam junction method

Patent Citations (6)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS51156607U (en) * 1975-06-07 1976-12-14
JPS58115667U (en) * 1982-02-01 1983-08-06 大成建設株式会社 Beam attachment device
JPH05331910A (en) * 1991-05-29 1993-12-14 Taisei Corp Joining method for steel beam
JPH0762887A (en) * 1993-08-23 1995-03-07 Ohbayashi Corp Beam holding structure under post/beam installation structure
JPH0842153A (en) * 1994-07-27 1996-02-13 Fujita Corp Erecting method of long size steel frame member and joining connection structure of steel frame beam
US20140083042A1 (en) * 2012-09-27 2014-03-27 Best Nature Co., Ltd. Junction structure between structures and beam junction method

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