JP6622536B2 - Unit with temporary support material, unit building, and method for constructing unit building - Google Patents
Unit with temporary support material, unit building, and method for constructing unit building Download PDFInfo
- Publication number
- JP6622536B2 JP6622536B2 JP2015191698A JP2015191698A JP6622536B2 JP 6622536 B2 JP6622536 B2 JP 6622536B2 JP 2015191698 A JP2015191698 A JP 2015191698A JP 2015191698 A JP2015191698 A JP 2015191698A JP 6622536 B2 JP6622536 B2 JP 6622536B2
- Authority
- JP
- Japan
- Prior art keywords
- unit
- temporary support
- building
- support material
- support member
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
- 239000000463 material Substances 0.000 title claims description 56
- 238000000034 method Methods 0.000 title claims description 8
- 238000010276 construction Methods 0.000 description 4
- 229910000831 Steel Inorganic materials 0.000 description 3
- 239000010959 steel Substances 0.000 description 3
- 238000004519 manufacturing process Methods 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 238000009435 building construction Methods 0.000 description 1
- 238000005304 joining Methods 0.000 description 1
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Description
本発明は、鉛直方向に延びる仮支持材が取り付けられた仮支持材付きユニット、並びにそれを使って構築されたユニット建物及びユニット建物の構築方法に関するものである。 The present invention relates to a unit with a temporary support member to which a temporary support member extending in the vertical direction is attached, a unit building constructed using the temporary support member, and a unit building construction method.
梁材と柱材とによって骨組みが形成される工場で製作された建物ユニットを、横方向及び縦方向に積み重ねて構築されるユニット建物が知られている(特許文献1−4など参照)。 There is known a unit building that is constructed by stacking building units manufactured in a factory in which a framework is formed by beam members and column members in a horizontal direction and a vertical direction (see Patent Documents 1-4 and the like).
一方、特許文献1,2に開示されているように、ボックス形の建物ユニットの一角の柱を省略する場合に、輸送時の強度と連結の際の寸法精度とを確保するために、柱省略部には仮柱が設けられる。 On the other hand, as disclosed in Patent Documents 1 and 2, when omitting a corner column of a box-shaped building unit, the column is omitted to ensure strength during transportation and dimensional accuracy during connection. A temporary pillar is provided in the part.
この仮柱は、天井梁の交点と床梁の交点との間に介在されて、撤去時にも大きな軸力が作用した状態となっているため、撤去しやすくするために分割可能な構成としている。 This temporary column is interposed between the intersection of the ceiling beam and the intersection of the floor beam, and is in a state in which a large axial force is applied at the time of removal, so that it can be divided for easy removal .
また、特許文献3には、台形ユニットを製造する際に、製造過程において一時的に天井梁の下面と床梁の上面との間に仮柱を介在させて、完成後に仮柱を取り外すことが記載されている。 Patent Document 3 discloses that when manufacturing a trapezoidal unit, a temporary column is temporarily interposed between the lower surface of the ceiling beam and the upper surface of the floor beam in the manufacturing process, and the temporary column is removed after completion. Has been described.
さらに、特許文献4には、玄関ポーチの屋根や柱付きのバルコニーなどをユニット式建物に設けるために、仮柱と仮梁が仮固定されたユニットを使用し、運搬後に他の建物ユニットに連結した後に、仮柱及び仮梁を取り外すことが記載されている。 Furthermore, Patent Document 4 uses a unit in which a temporary column and a temporary beam are temporarily fixed in order to provide a roof of a front porch, a balcony with columns, etc. in a unit type building, and is connected to another building unit after transportation. After that, it is described that the temporary column and the temporary beam are removed.
しかしながら、一時的に荷重を支持させるだけの仮支持材であれば、可能な限り簡単な構成で、役割を終えた後には、容易に取り外しができることが望まれる。 However, if it is a temporary support material that only supports the load temporarily, it is desirable that it can be easily removed after the role is completed with the simplest possible structure.
そこで、本発明は、簡単な構成で容易に取り外すことができる仮支持材が取り付けられた仮支持材付きユニット、ユニット建物及びユニット建物の構築方法を提供することを目的としている。 Therefore, an object of the present invention is to provide a unit with a temporary support member to which a temporary support member that can be easily removed with a simple configuration is attached, a unit building, and a method for constructing the unit building.
前記目的を達成するために、本発明の仮支持材付きユニットは、梁材と柱材とによって骨組みが形成されているとともに鉛直方向に延びる仮支持材が取り付けられた仮支持材付きユニットであって、前記仮支持材は、少なくとも一方の端部が前記梁材の側面に着脱自在な状態で取り付けられていることを特徴とする。 In order to achieve the above object, a unit with a temporary support member according to the present invention is a unit with a temporary support member in which a frame is formed by a beam member and a column member and a temporary support member extending in the vertical direction is attached. The temporary support member is attached in a state where at least one end thereof is detachably attached to a side surface of the beam member.
ここで、前記仮支持材の前記梁材の側面への取付部には、軸直交方向の一端が開放された溝部が形成されており、前記溝部には、前記梁材の側面から突出された連結材が収容されている構成とすることができる。 Here, in the attachment portion of the temporary support member to the side surface of the beam member, a groove portion in which one end in the axis orthogonal direction is opened is formed, and the groove portion protrudes from the side surface of the beam member. It can be set as the structure by which the connection material is accommodated.
また、前記取付部は、前記仮支持材の下端に設けられている構成とすることができる。さらに、前記仮支持材の上端には、前記柱材に接続される部材の下面に接触させた支持面部が設けられている構成とすることができる。 Moreover, the said attachment part can be set as the structure provided in the lower end of the said temporary support material. Furthermore, it can be set as the structure by which the support surface part made to contact the lower surface of the member connected to the said column material is provided in the upper end of the said temporary support material.
また、ユニット建物の発明は、上記いずれかに記載の仮支持材付きユニットを、横方向に隣接する建物ユニットに連結させたことを特徴とする。 Moreover, the invention of the unit building is characterized in that the unit with a temporary support member described above is connected to a building unit adjacent in the lateral direction.
さらに、ユニット建物の構築方法の発明は、上記いずれかに記載の仮支持材付きユニットを使用したユニット建物の構築方法であって、前記仮支持材付きユニットを設置する工程と、前記仮支持材付きユニットを、横方向に隣接する建物ユニットに連結する工程と、前記仮支持材を取り外す工程とを備えたことを特徴とする。 Furthermore, the invention of the construction method of the unit building is a construction method of the unit building using the unit with the temporary support material according to any one of the above, and the step of installing the unit with the temporary support material, and the temporary support material A step of connecting the attached unit to a building unit adjacent in the lateral direction and a step of removing the temporary support member are provided.
このように構成された本発明の仮支持材付きユニットでは、梁材と柱材とによって形成された骨組みに取り付けられた仮支持材は、少なくとも一方の端部が梁材の側面に着脱自在な状態で取り付けられている。 In the unit with the temporary support member of the present invention configured as described above, the temporary support member attached to the frame formed by the beam member and the column member has at least one end portion detachable from the side surface of the beam member. It is attached in a state.
鉛直方向に作用する軸力をかわしやすくするために、梁材の側面に着脱自在な状態で端部が取り付けられた仮支持材は、簡単な構成で容易に取り外すことができる。 In order to easily dodge the axial force acting in the vertical direction, the temporary support member having the end attached in a detachable manner to the side surface of the beam member can be easily removed with a simple configuration.
また、仮支持材の取付部に軸直交方向の一端が開放された溝部を形成しておき、梁材の側面から突出された連結材がその溝部に収容されるような構成であれば、取付部を側方にずらすことで、容易に仮支持材を取り外すことができる。 In addition, if the groove part with one end in the direction perpendicular to the axis is opened in the attachment part of the temporary support member and the connecting member protruding from the side surface of the beam member is accommodated in the groove part, the attachment part is attached. The temporary support member can be easily removed by shifting the portion to the side.
さらに、梁材の側面に着脱自在な取付部が仮支持材の下端に設けられていれば、鉛直荷重が大きく作用しやすい下端において、軸力の開放がし易くなる。また、仮支持材の上端に、梁材やその他の横架材の下面に接触させた支持面部が設けられていれば、鉛直荷重を下方から確実に支持させることができる。 Furthermore, if a detachable attachment portion is provided on the side surface of the beam member at the lower end of the temporary support member, the axial force can be easily released at the lower end where the vertical load is likely to act greatly. Moreover, if the support surface part made to contact the lower surface of a beam material and other horizontal members is provided in the upper end of the temporary support material, a vertical load can be reliably supported from the downward direction.
さらに、仮支持材付きユニットを横方向に隣接する建物ユニットに連結させることで構造的に安定させたユニット建物からは、仮支持材を安全に取り外すことができる。 Further, the temporary support member can be safely removed from the unit building structurally stabilized by connecting the unit with the temporary support member to the building unit adjacent in the lateral direction.
以下、本発明の実施の形態について図面を参照して説明する。図1は、本実施の形態の仮支持材付きユニット1を説明するための斜視図である。 Hereinafter, embodiments of the present invention will be described with reference to the drawings. FIG. 1 is a perspective view for explaining a unit 1 with a temporary support member according to the present embodiment.
仮支持材付きユニット1は、四隅に配置される柱材としての柱11,・・・と、その柱11,・・・の下端間に差し渡される梁材としての床梁12,12A,・・・と、柱11,・・・の上端間に架け渡される梁材としての天井梁13,13A,・・・とによってボックス形の骨組構造体に形成される。 The unit 1 with temporary support material is composed of pillars 11,... As pillars arranged at the four corners, and floor beams 12, 12A as beam members passed between the lower ends of the pillars 11,. .. and the ceiling beams 13, 13A,... As the beam members spanned between the upper ends of the columns 11,.
ここで、柱11は角形鋼管、床梁12,12A及び天井梁13,13Aは断面視略コ字形の溝形鋼材によって形成されている。詳細には、床梁12の側面は、上下のフランジの側縁間を繋ぐウェブ121によって形成される。 Here, the pillar 11 is a square steel pipe, and the floor beams 12 and 12A and the ceiling beams 13 and 13A are formed of a groove-shaped steel material having a substantially U-shaped cross-sectional view. Specifically, the side surface of the floor beam 12 is formed by a web 121 that connects the side edges of the upper and lower flanges.
また、柱11と床梁12(12A)及び天井梁13(13A)は、接合枠材14(14A)を介して溶接接合される。 Moreover, the pillar 11, the floor beam 12 (12A), and the ceiling beam 13 (13A) are welded and joined via the joining frame member 14 (14A).
そして、仮支持材付きユニット1は、隣接する建物ユニットに連結されることによって、安定した状態のユニット建物に構築される。この安定した状態になるまでの間、仮支持材付きユニット1を補強する部材が、仮支持材としての束材3である。 And the unit 1 with a temporary support material is constructed | assembled in the unit building of the stable state by being connected with an adjacent building unit. Until this stable state is reached, the member that reinforces the unit 1 with temporary support material is a bundle 3 as a temporary support material.
図2には、束材3の側面図を示した。この束材3は、鉛直方向に延びる軸部31と、上端に設けられる支持面部32と、下端に設けられる取付部33とによって主に構成される。 FIG. 2 shows a side view of the bundle 3. The bundle 3 is mainly composed of a shaft portion 31 extending in the vertical direction, a support surface portion 32 provided at the upper end, and an attachment portion 33 provided at the lower end.
束材3は、図1に示すように、天井梁13と床梁12との間隔と略同じ長さ(高さ)に形成される。そして、軸部31には、主に鉛直荷重が軸力として作用する。 As shown in FIG. 1, the bundle 3 is formed to have substantially the same length (height) as the distance between the ceiling beam 13 and the floor beam 12. A vertical load mainly acts on the shaft portion 31 as an axial force.
一方、支持面部32には、支持面321が設けられる。この支持面321には、柱11に接続される天井梁13の下面131を接触させる。さらに詳細に説明すると、支持面321は、軸部31の上端を塞ぐように設けられる。この支持面321は、軸部31外形の面積よりも広い面積に形成され、一部が側方に張り出される。 On the other hand, the support surface portion 32 is provided with a support surface 321. The lower surface 131 of the ceiling beam 13 connected to the pillar 11 is brought into contact with the support surface 321. If it demonstrates in detail, the support surface 321 will be provided so that the upper end of the axial part 31 may be plugged up. This support surface 321 is formed in an area larger than the area of the outer shape of the shaft portion 31, and a part thereof projects laterally.
この支持面部32によって支持させる天井梁13は、図3に示すように、接続部132によって接続された撤去部133が取り外せる構成となっている。そして、支持面321は、天井梁13の下面131に接触させる。 As shown in FIG. 3, the ceiling beam 13 supported by the support surface portion 32 is configured such that the removal portion 133 connected by the connection portion 132 can be removed. The support surface 321 is brought into contact with the lower surface 131 of the ceiling beam 13.
具体的には、軸部31の上端に設けられる支持面321は、残置される天井梁13の下面131に接触されて、ボルト324とナット325によって天井梁13に締結される。 Specifically, the support surface 321 provided at the upper end of the shaft portion 31 is brought into contact with the lower surface 131 of the remaining ceiling beam 13 and is fastened to the ceiling beam 13 by a bolt 324 and a nut 325.
取付部33は、図2及び図4に示すように、床梁12の側面となるウェブ121に着脱自在な状態で取り付けられるような構成にされる。この取付部33は、略長方形の鋼板等によって形成され、上部が溶接によって軸部31の側面に接合される。 As shown in FIGS. 2 and 4, the attachment portion 33 is configured to be attached to the web 121 which is the side surface of the floor beam 12 in a detachable state. The attachment portion 33 is formed of a substantially rectangular steel plate or the like, and the upper portion is joined to the side surface of the shaft portion 31 by welding.
取付部33の軸部31の下方に突出される下部には、軸部31の軸直交方向の一端が開放された上段溝部331と下段溝部332とが形成される。上段溝部331と下段溝部332は、軸部31の軸方向に間隔を置いて略平行に設けられる。 An upper groove portion 331 and a lower groove portion 332 in which one end of the shaft portion 31 in the direction perpendicular to the axis is opened are formed in the lower portion of the mounting portion 33 that protrudes below the shaft portion 31. The upper groove portion 331 and the lower groove portion 332 are provided substantially in parallel with an interval in the axial direction of the shaft portion 31.
また、上段溝部331と下段溝部332とは、同じ側が開放されており、それらの間には、穴部333が設けられる。上段溝部331及び下段溝部332には、図5に示すように、床梁12のウェブ121から突出された連結材となるボルト334,334がそれぞれ収容される。 Further, the upper groove portion 331 and the lower groove portion 332 are open on the same side, and a hole portion 333 is provided between them. As shown in FIG. 5, bolts 334 and 334 serving as connecting members protruding from the web 121 of the floor beam 12 are accommodated in the upper groove portion 331 and the lower groove portion 332, respectively.
このボルト334は、ウェブ121の外側面からねじ込まれて、床梁12の内側に突出される。ボルト334の先端には、座板部336とナット335が装着される。 The bolt 334 is screwed from the outer surface of the web 121 and protrudes to the inside of the floor beam 12. A seat plate portion 336 and a nut 335 are attached to the tip of the bolt 334.
座板部336とナット335とは、溶接で接合されており、ナット335を回すと一体である座板部336も回転することになる。意図せぬ時機に座板部336が回転するのを防ぐために、座板部336はネジ337,337によってウェブ121のネジ穴338,338に固定される。 The seat plate portion 336 and the nut 335 are joined by welding, and when the nut 335 is turned, the integral seat plate portion 336 is also rotated. In order to prevent the seat plate portion 336 from rotating at an unintended time, the seat plate portion 336 is fixed to the screw holes 338 and 338 of the web 121 by screws 337 and 337.
次に、束材3が取り付けられた仮支持材付きユニット1を使ったユニット建物の構築方法、並びに本実施の形態の仮支持材付きユニット1、それを使って構築されるユニット建物及びユニット建物の構築方法の作用について説明する。 Next, a method for constructing a unit building using the unit 1 with temporary support material to which the bundle 3 is attached, the unit 1 with temporary support material of the present embodiment, a unit building and a unit building constructed using the unit 1 The operation of the construction method will be described.
まず、図1に示すように、仮支持材付きユニット1の両側面に、束材3,3を取り付ける。束材3は、天井梁13の接続部132が支持される位置に取り付けられる。 First, as shown in FIG. 1, the bundle members 3 and 3 are attached to both side surfaces of the unit 1 with temporary support material. The bundle member 3 is attached to a position where the connecting portion 132 of the ceiling beam 13 is supported.
具体的には図3に示すように、接続部132を挟んで天井梁13の下面131に、支持面部32の支持面321を接触させる。そして、支持面321は、ボルト324とナット325によって天井梁13に固定する。 Specifically, as shown in FIG. 3, the support surface 321 of the support surface portion 32 is brought into contact with the lower surface 131 of the ceiling beam 13 with the connection portion 132 interposed therebetween. The support surface 321 is fixed to the ceiling beam 13 with bolts 324 and nuts 325.
一方、束材3の取付部33は、図4(a),(b)に示すように、床梁12のウェブ121の外側面に接触させる。 On the other hand, the attachment part 33 of the bundle 3 is brought into contact with the outer surface of the web 121 of the floor beam 12 as shown in FIGS.
取付部33の上段溝部331及び下段溝部332には、ボルト334,334をそれぞれ挿し込み、床梁12の内側に突出された先端には、ナット335が固着された座板部336を装着する。そして、座板部336が回転しないようにネジ337,337によってウェブ121のネジ穴338,338に固定する。 Bolts 334 and 334 are inserted into the upper groove portion 331 and the lower groove portion 332 of the attachment portion 33, respectively, and a seat plate portion 336 to which a nut 335 is fixed is attached to the tip protruding inside the floor beam 12. And it fixes to the screw holes 338 and 338 of the web 121 with the screws 337 and 337 so that the seat plate portion 336 does not rotate.
このようにして工場で組み立てられた仮支持材付きユニット1は、建築現場まで搬送される。 Thus, the unit 1 with a temporary support material assembled in the factory is conveyed to a construction site.
仮支持材付きユニット1は、隣接する建物ユニットにボルト(図示省略)などを使って連結されると、構造的に安定した状態になる。そこで、天井梁13の接続部132における接続を解除して、撤去部133を取り除く。 When the unit 1 with temporary support member is connected to an adjacent building unit using a bolt (not shown) or the like, the unit 1 is structurally stable. Therefore, the connection at the connection portion 132 of the ceiling beam 13 is released, and the removal portion 133 is removed.
さらに、束材3の支持面321を固定していたボルト324を緩める。一方、図6(a)に示すように、ネジ337,・・・を外し、座板部336,336を矢印の方向に回転させる。 Further, the bolt 324 that has fixed the support surface 321 of the bundle 3 is loosened. On the other hand, as shown in FIG. 6A, the screws 337,... Are removed, and the seat plate portions 336 and 336 are rotated in the direction of the arrow.
座板部336にはナット335が固着されているので、座板部336を回すとボルト334が緩むことになる。その状態で束材3の取付部33を床梁12の長手方向にずらすことで、一端が開放された溝部(上段溝部331,下段溝部332)をボルト324,324から引き抜くことができる。 Since the nut 335 is fixed to the seat plate portion 336, when the seat plate portion 336 is turned, the bolt 334 is loosened. In this state, by shifting the attachment portion 33 of the bundle 3 in the longitudinal direction of the floor beam 12, the groove portions (the upper groove portion 331 and the lower groove portion 332) whose one ends are opened can be pulled out from the bolts 324 and 324.
このようにして上下のボルト324,334による拘束を解除して、図5に示すように束材3,3を撤去して、ユニット建物を完成させる。 In this way, the restraint by the upper and lower bolts 324 and 334 is released, and the bundles 3 and 3 are removed as shown in FIG. 5 to complete the unit building.
このように構成された本実施の形態の仮支持材付きユニット1では、梁材と柱材とによって形成された骨組みに取り付けられた束材3は、下端が床梁12のウェブ121に着脱自在な状態で取り付けられている。 In the unit 1 with the temporary support member of the present embodiment configured as described above, the lower end of the bundle member 3 attached to the frame formed by the beam member and the column member is detachable from the web 121 of the floor beam 12. It is attached in the state.
鉛直方向に作用する軸力をかわしやすくするために、床梁12の側面に着脱自在な状態で端部が取り付けられた束材3は、簡単な構成で容易に取り外すことができる。 In order to easily dodge the axial force acting in the vertical direction, the bundle member 3 whose end is attached to the side surface of the floor beam 12 in a detachable state can be easily removed with a simple configuration.
また、束材3の取付部33に軸直交方向の一端が開放された溝部(331,332)を形成しておき、床梁12の側面から突出されたボルト334,334がそれらの溝部(331,332)に収容されるような構成であれば、取付部33を側方にずらすことで、容易に束材3を取り外すことができる。 In addition, grooves (331, 332) with one end in the direction perpendicular to the axis being opened are formed in the attachment portion 33 of the bundle member 3, and bolts 334, 334 protruding from the side surfaces of the floor beam 12 are formed in the grooves (331). , 332), the bundle member 3 can be easily removed by shifting the mounting portion 33 to the side.
すなわち、仮支持材付きユニット1の床梁12の外側面側には、隣接する建物ユニットの床梁が近接しており、ボルト334の頭部を直接まわしたり、ボルト334を外側に引き抜いたりする隙間がない。 That is, the floor beam of an adjacent building unit is close to the outer surface side of the floor beam 12 of the temporary support member-equipped unit 1, and the head of the bolt 334 is directly turned or the bolt 334 is pulled out. There is no gap.
このような場合に、図6に示すように床梁12の内側からボルト334を緩めて、取付部33を側方(床梁12の長手方向)にずらすだけでボルト334の拘束から解除できれば、束材3を簡単に取り外すことができる。 In such a case, if the bolt 334 is loosened from the inside of the floor beam 12 as shown in FIG. 6 and the restraint of the bolt 334 can be released only by shifting the mounting portion 33 to the side (longitudinal direction of the floor beam 12), The bundle 3 can be easily removed.
また、床梁12の側面に着脱自在な束材3の取付部33が下端に設けられていれば、鉛直荷重が大きく作用しやすい下端において、軸力の開放がし易くなる。 Moreover, if the attachment part 33 of the bundle material 3 which can be attached or detached on the side surface of the floor beam 12 is provided in the lower end, it will become easy to release | release axial force in the lower end where a vertical load tends to act largely.
さらに、束材3の上端に、天井梁13の枠材の下面131に接触させた支持面部32が設けられていれば、鉛直荷重を下方から確実に支持させることができる。 Furthermore, if the support surface part 32 made to contact the lower surface 131 of the frame material of the ceiling beam 13 is provided in the upper end of the bundle member 3, a vertical load can be reliably supported from the downward direction.
そして、仮支持材付きユニット1を横方向に隣接する建物ユニットに連結させることで構造的に安定したユニット建物からは、束材3を安全に取り外すことができる。 And the bundle material 3 can be safely removed from the structurally stable unit building by connecting the unit 1 with the temporary support member to the building unit adjacent in the lateral direction.
以上、図面を参照して、本発明の実施の形態を詳述してきたが、具体的な構成は、この実施の形態に限らず、本発明の要旨を逸脱しない程度の設計的変更は、本発明に含まれる。 The embodiment of the present invention has been described in detail above with reference to the drawings. However, the specific configuration is not limited to this embodiment, and design changes that do not depart from the gist of the present invention are not limited to this embodiment. Included in the invention.
例えば、前記実施の形態では、1種類の仮支持材(3)が取り付けられた仮支持材付きユニット1について説明したが、これに限定されるものではなく、2種類以上の仮支持材が取り付けられた仮支持材付きユニットであってもよい。 For example, in the above-described embodiment, the unit 1 with a temporary support material to which one type of temporary support material (3) is attached has been described. However, the present invention is not limited to this, and two or more types of temporary support materials are attached. It may be a unit with a temporary support material.
また、前記実施の形態では、束材3の下端にのみ梁材の側面に着脱自在な取付部33が設けられた構成について説明したが、これに限定されるものではなく、上端及び下端の両方に梁材の側面に着脱自在な取付部が設けられた仮支持材であってもよい。また、上端のみに梁材の側面に着脱自在な取付部が設けられた仮支持材とすることもできる。 Moreover, although the said embodiment demonstrated the structure by which the attachment part 33 which can be attached or detached on the side surface of a beam material was provided only in the lower end of the bundle material 3, it is not limited to this, Both an upper end and a lower end Alternatively, a temporary support member provided with a detachable attachment portion on the side surface of the beam member may be used. Moreover, it can also be set as the temporary support material by which the attachment part which can be attached or detached to the side surface of a beam material was provided only in the upper end.
1 仮支持材付きユニット
11 柱(柱材)
12,12A 床梁(梁材)
121 ウェブ(側面)
13,13A 天井梁(梁材)
131 下面
191a 下面
3 束材(仮支持材)
32 支持面部
33 取付部
331 上段溝部(溝部)
332 下段溝部(溝部)
334 ボルト(連結材)
1 Unit with temporary support material 11 Column (column material)
12, 12A Floor beam (beam material)
121 Web (side view)
13, 13A Ceiling beam (beam material)
131 Lower surface 191a Lower surface 3 Bundle material (temporary support material)
32 Support surface portion 33 Mounting portion 331 Upper groove portion (groove portion)
332 Lower groove (groove)
334 bolt (connecting material)
Claims (6)
前記仮支持材は、少なくとも一方の端部が前記梁材の側面に着脱自在な状態で取り付けられる構成であるとともに、
前記仮支持材の前記梁材の側面への取付部には、軸直交方向の一端が開放された溝部が形成されており、
前記溝部には、前記梁材の側面から突出された連結材が収容され、前記連結材の先端には座板部が装着されていることを特徴とする仮支持材付きユニット。 It is a unit with a temporary support material in which a frame is formed by a beam material and a column material and a temporary support material extending in the vertical direction is attached,
The temporary support, together with at least one end is that mounted in a freely state detachable arrangement on a side surface of said beam member,
In the attachment portion to the side surface of the beam material of the temporary support material, a groove portion in which one end in the direction perpendicular to the axis is opened is formed,
A unit with a temporary support member , wherein a connecting member protruding from a side surface of the beam member is accommodated in the groove portion, and a seat plate portion is attached to a tip end of the connecting member .
前記仮支持材付きユニットを設置する工程と、
前記仮支持材付きユニットを、横方向に隣接する建物ユニットに連結する工程と、
前記仮支持材を取り外す工程とを備えたことを特徴とするユニット建物の構築方法。 A method for constructing a unit building using the unit with a temporary support member according to any one of claims 1 to 4,
Installing the unit with the temporary support material;
Connecting the unit with temporary support material to a building unit adjacent in the lateral direction;
And a step of removing the temporary support member.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2015191698A JP6622536B2 (en) | 2015-09-29 | 2015-09-29 | Unit with temporary support material, unit building, and method for constructing unit building |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP2015191698A JP6622536B2 (en) | 2015-09-29 | 2015-09-29 | Unit with temporary support material, unit building, and method for constructing unit building |
Publications (2)
Publication Number | Publication Date |
---|---|
JP2017066670A JP2017066670A (en) | 2017-04-06 |
JP6622536B2 true JP6622536B2 (en) | 2019-12-18 |
Family
ID=58494206
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP2015191698A Active JP6622536B2 (en) | 2015-09-29 | 2015-09-29 | Unit with temporary support material, unit building, and method for constructing unit building |
Country Status (1)
Country | Link |
---|---|
JP (1) | JP6622536B2 (en) |
Family Cites Families (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS5349526Y2 (en) * | 1974-02-06 | 1978-11-28 | ||
DE3914618A1 (en) * | 1989-05-03 | 1990-11-08 | Bulldog Beratung | CONNECTING ELEMENT FOR (WOOD) BEAMS |
JP2009084912A (en) * | 2007-10-01 | 2009-04-23 | Toyota Motor Corp | Building unit and unit-type building |
JP2009155986A (en) * | 2007-12-27 | 2009-07-16 | Kanto Auto Works Ltd | Building unit |
-
2015
- 2015-09-29 JP JP2015191698A patent/JP6622536B2/en active Active
Also Published As
Publication number | Publication date |
---|---|
JP2017066670A (en) | 2017-04-06 |
Similar Documents
Publication | Publication Date | Title |
---|---|---|
JP6990374B2 (en) | Fittings and structures for structural materials | |
EP3330440A1 (en) | Anchoring and attachment assembly for modular constructions | |
JP2008025125A (en) | Column unit and construction method for building using it | |
KR101152339B1 (en) | Fast column formwork | |
JP2007321499A (en) | Reinforcing device of wooden framework house | |
JP5903232B2 (en) | Unit building connection structure and unit building | |
JP6019176B2 (en) | Unit building connection structure and unit building | |
JP6622536B2 (en) | Unit with temporary support material, unit building, and method for constructing unit building | |
JP2006291531A (en) | Column/beam connection structure | |
JP6210608B1 (en) | Support | |
JP5645334B2 (en) | Structure dismantling system | |
JP2009057716A (en) | Connecting structure of building unit, and fabricated building | |
JP6375260B2 (en) | Diagonal joint structure and wooden structure | |
JP6252834B2 (en) | Underground pit structure | |
JP2015063852A (en) | Underground pit structure | |
JP6582154B1 (en) | Intermediate support work | |
JP2006274670A (en) | Temporary column structure, building unit with temporary columns, and method of constructing unit building | |
JP5439002B2 (en) | Expansion unit mounting structure, expansion unit mounting method and unit type building | |
JP2018115491A (en) | Building structure | |
JP4814019B2 (en) | Joint structure and method of pile and superstructure | |
JP6072594B2 (en) | High rigidity beam | |
JP7558854B2 (en) | Louver member support structure | |
JP6696814B2 (en) | Construction method of connection member for transportation and unit building | |
JP7063564B2 (en) | Floor panel structure, dry floor structure and method for manufacturing dry floor structure | |
JP5656083B2 (en) | Temporary member |
Legal Events
Date | Code | Title | Description |
---|---|---|---|
A621 | Written request for application examination |
Free format text: JAPANESE INTERMEDIATE CODE: A621 Effective date: 20180522 |
|
A977 | Report on retrieval |
Free format text: JAPANESE INTERMEDIATE CODE: A971007 Effective date: 20190312 |
|
A131 | Notification of reasons for refusal |
Free format text: JAPANESE INTERMEDIATE CODE: A131 Effective date: 20190319 |
|
A521 | Request for written amendment filed |
Free format text: JAPANESE INTERMEDIATE CODE: A523 Effective date: 20190509 |
|
TRDD | Decision of grant or rejection written | ||
A01 | Written decision to grant a patent or to grant a registration (utility model) |
Free format text: JAPANESE INTERMEDIATE CODE: A01 Effective date: 20191029 |
|
A61 | First payment of annual fees (during grant procedure) |
Free format text: JAPANESE INTERMEDIATE CODE: A61 Effective date: 20191122 |
|
R151 | Written notification of patent or utility model registration |
Ref document number: 6622536 Country of ref document: JP Free format text: JAPANESE INTERMEDIATE CODE: R151 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |
|
R250 | Receipt of annual fees |
Free format text: JAPANESE INTERMEDIATE CODE: R250 |