JP5492852B2 - Assembly type building construction equipment - Google Patents
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- JP5492852B2 JP5492852B2 JP2011207409A JP2011207409A JP5492852B2 JP 5492852 B2 JP5492852 B2 JP 5492852B2 JP 2011207409 A JP2011207409 A JP 2011207409A JP 2011207409 A JP2011207409 A JP 2011207409A JP 5492852 B2 JP5492852 B2 JP 5492852B2
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Description
本発明は組立式建物施工装置に係り、さらに詳しくは、組立式建物を施工するに際し、壁体構造物よりも予め組立された屋根構造物を床面に対して昇降させるための組立式建物施工装置に関する。 The present invention relates to an assembling-type building construction apparatus, and more particularly, when assembling an assembling-type building, assembling-type building construction for raising and lowering a roof structure pre-assembled with respect to a floor surface rather than a wall structure. Relates to the device.
通常、組立式建物は、規格化されたサイズに製作された仕上げパネル（例えば、断熱、防音、防風などの機能を持つパネル）を現場で組み立てるような方式で施工する建物であり、まず、基礎床面工事を行った後に、壁と屋根骨組を施工し、次いで、パネルを組み付けて壁と屋根を形成することとなる。 Usually, an assembly-type building is a building where a finished panel (for example, a panel having functions of heat insulation, soundproofing, windproofing, etc.) manufactured to a standardized size is constructed on-site. After performing the floor work, the walls and roof frames are constructed, and then the panels are assembled to form the walls and roof.
例えば、従来には、組立式建物を施工するに当たって、まず、床面を平坦化させる作業を行った後にコンクリート基礎床面を形成し、次いで、支持フレームを溶接してボルトを締め付けることにより壁体骨組を施工した後に、仕上げパネルを骨組の上に組み付けて壁体構造物を先施工し、次いで、壁体構造物と別途の空間において製作された屋根構造物を壁体構造物の上部まで運んで組み立てることとなる。 For example, in the past, when constructing an assembly-type building, first, after performing the operation of flattening the floor surface, the concrete foundation floor surface is formed, and then the wall body is welded and the bolts are tightened. After constructing the frame, assemble the finishing panel on the frame and pre-construct the wall structure, and then carry the roof structure manufactured in a separate space from the wall structure to the top of the wall structure. Will be assembled.
しかしながら、この場合、屋根構造物を組み立てるための別途の空間を確保することを余儀なくされ、しかも、屋根構造物を運ぶためにはクレーンをはじめとする大型運搬装備を準備することを余儀なくされるため、工事費の上昇が不可避になるという問題点があった。 However, in this case, it is necessary to secure a separate space for assembling the roof structure, and it is necessary to prepare a large transport equipment such as a crane to carry the roof structure. However, there was a problem that an increase in construction costs was inevitable.
さらに、最近では、健康志向文化の影響により、清浄な空気と環境にやさしい場所が好まれ、これにより、組立式建物の施工位置が車両の進入し難い山間地域などに拡大されているものの、クレーンをはじめとする大型装備の進入が困難であるため施工が不可能となるという不都合がある。 In addition, due to the influence of health-oriented culture, clean air and environmentally friendly places have been favored recently, and this has expanded the construction position of assembly-type buildings to mountain areas where it is difficult for vehicles to enter. There is an inconvenience that construction is impossible because it is difficult to enter large-scale equipment such as.
そこで、本出願人は、基礎床面の上において予め組立された屋根構造物を屋根昇降装置とガイド部材を用いて段階的に持ち上げた後、屋根構造物と基礎床面との間に壁体構造物を施工するといった順に組立式建物を施工して作業現場の空間活用度を高め、特に、クレーンをはじめとする大型運搬装備の援助なしでも施工を可能にする技術を出願している（例えば、下記の特許文献１参照）。 Therefore, the present applicant, after lifting the roof structure pre-assembled on the foundation floor surface in stages using the roof lifting device and the guide member, the wall body between the roof structure and the foundation floor surface. We have applied for a technology that enables assembly without the assistance of large transport equipment such as cranes, in particular, by constructing buildings in the order of constructing structures to increase the space utilization at the work site. , See Patent Document 1 below).
ところが、ガイド部材を通じた屋根構造物の支持力には限界があるため、これを補完するために、ガイド部材を狭い間隔にて配置して設置数を増やしているが、この場合、後続する壁体施工の段階においてパネルの運搬に妨害となるだけではなく、ガイド部材を撤去するときの作業時間が延びてしまうという不都合がある。 However, since there is a limit to the supporting force of the roof structure through the guide member, the number of installations is increased by arranging the guide members at narrow intervals in order to compensate for this. Not only does it hinder the transportation of the panel in the body construction stage, but there is a disadvantage that the working time for removing the guide member is prolonged.
さらに、ガイド部材のガイド管によって支持される垂直案内棒の垂直方向の設置空間を確保するために垂直案内棒と対応する屋根構造物の屋根パネルを一部切開することを余儀なくされるため、屋根構造物の施工が完了した後に切開部を仕上げるための後工程が必ず行われなければならず、仕上げ後にも見栄えが悪いだけではなく、漏水による施工不良が引き起こされるという不都合がある。 Furthermore, in order to secure the vertical installation space of the vertical guide rod supported by the guide pipe of the guide member, it is necessary to partially cut the roof panel of the roof structure corresponding to the vertical guide rod, so that the roof After the construction of the structure is completed, a post-process for finishing the incised part must be performed, which is not only poor in appearance after finishing, but also has a disadvantage of causing poor construction due to water leakage.
本発明は上述した事情に鑑みてなされたものであり、その目的は、施工位置及び作業空間に制約を受けずに迅速で且つ安全に組立式建物を施工するための組立式建物施工装置を提供するところにある。 The present invention has been made in view of the above-described circumstances, and an object thereof is to provide an assembly-type building construction apparatus for constructing an assembly-type building quickly and safely without being restricted by the construction position and work space. There is a place to do.
上記の目的を達成するために本発明は、基礎床面の上部において予め組立されてリフト装置によって屋根構造体を昇降させる組立式建物施工装置において、屋根構造体１と基礎床面２を構成する骨組フレーム３、３’の上に一方の端が締結され、他方の端は屋根構造体１の外郭に突出して垂直孔１２が穿設される上下ガイド部材１０、１０’と、前記上下ガイド部材１０、１０’の垂直孔１２に嵌入して屋根構造体１と基礎床面２を連結し、屋根構造体１の垂直方向の搬送を案内するように形成される垂直案内棒２０と、前記垂直案内棒２０の上に締結されるように一方の端にクランプ３２が設けられ、他方の端は基礎床面２の骨組フレーム３’の上に締結されるように形成される支え杆３０と、を備えてなることを特徴とする。 In order to achieve the above object, the present invention constitutes a roof structure 1 and a foundation floor 2 in an assembly-type building construction apparatus that is pre-assembled at the upper part of the foundation floor and lifts and lowers the roof structure by a lift device. Upper and lower guide members 10 and 10 ′ having one end fastened on the frame 3, 3 ′ and the other end projecting from the outline of the roof structure 1 and having a vertical hole 12 formed therein, and the upper and lower guide members A vertical guide rod 20 which is inserted into the vertical holes 12 of 10 and 10 'to connect the roof structure 1 and the foundation floor 2 and guides the vertical conveyance of the roof structure 1; A support rod 30 provided with a clamp 32 at one end so as to be fastened onto the guide rod 20 and the other end being fastened onto the frame 3 'of the foundation floor 2; It is characterized by comprising.
このとき、前記上下ガイド部材１０、１０’は、一方の端に締結杆１４が形成されて骨組フレーム３、３’の端部に挿設されることを特徴とする。 At this time, the upper and lower guide members 10, 10 'are characterized in that a fastening rod 14 is formed at one end and is inserted into the ends of the frame frames 3, 3'.
また、前記上下ガイド部材１０、１０’は、端部に垂直孔１２が穿設される一対のガイドフレーム１１が３０〜９０°の傾斜角をもって設けられることを特徴とする。 Further, the upper and lower guide members 10 and 10 'are characterized in that a pair of guide frames 11 each having a vertical hole 12 formed at an end thereof are provided with an inclination angle of 30 to 90 °.
さらに、前記一対のガイドフレーム１１に設けられる垂直案内棒２０はそれぞれの支え杆３０によって支持され、前記支え杆３０は当該垂直案内棒２０を支持するガイドフレーム１１の長手方向に配置されて互い違いになることを特徴とする。 Further, the vertical guide rods 20 provided on the pair of guide frames 11 are supported by respective support rods 30, and the support rods 30 are arranged in the longitudinal direction of the guide frame 11 that supports the vertical guide rods 20 and are alternately arranged. It is characterized by becoming.
本発明によれば、上下ガイド部材及び垂直案内棒を有する組立式建物施工装置の構造が簡単であるため、施工位置及び作業空間に制約を受けずに組立作業が迅速で且つ簡単に行われ、特に、垂直案内棒が屋根構造体の外郭において支持されることにより、屋根構造体の昇降搬送による安全性が確保されるとともに、施工後に垂直案内棒の設置のために切開した屋根を仕上げるなどの追加工程が排除されることから、作業性が向上し、工期が大幅に短縮するという利点がある。 According to the present invention, since the structure of the assembly-type building construction apparatus having the upper and lower guide members and the vertical guide rod is simple, the assembly work is quickly and easily performed without being restricted by the construction position and the work space. In particular, the vertical guide bar is supported on the outer surface of the roof structure, so that the safety by raising and lowering the roof structure is secured, and after construction, the incised roof is finished to install the vertical guide bar. Since the additional process is eliminated, there is an advantage that workability is improved and the construction period is greatly shortened.
以下、添付図面に基づき、本発明の好適な実施形態を具体的に説明する。 Hereinafter, preferred embodiments of the present invention will be described in detail with reference to the accompanying drawings.
本発明は、組立式建物施工装置に関するものであり、このとき、組立式建物施工装置は、基礎床面２の上部において予め組立されて油空圧シリンダーを有するリフト装置によって、屋根構造体１をより安全に、迅速且つ簡単に昇降させるために、上下ガイド部材１０、１０’、垂直案内棒２０、支え杆（支え軸）３０を主な構成要素として備えてなる。 The present invention relates to an assembling-type building construction apparatus. At this time, the assembling-type building construction apparatus uses a lift device that is pre-assembled at the upper part of the foundation floor surface 2 and has an hydraulic / pneumatic cylinder to dispose the roof structure 1. In order to move up and down more safely, quickly and easily, the upper and lower guide members 10, 10 ', the vertical guide rod 20, and the support rod (support shaft) 30 are provided as main components.
本発明に係る上下ガイド部材１０、１０’は、屋根構造体１と基礎床面２を構成する骨組フレーム３、３’の上に一方の端が締結され、他方の端は屋根構造体１の外郭に突出して垂直孔１２が穿設される。上下ガイド部材１０、１０’は、屋根構造体１と基礎床面２の縁部にそれぞれ配置され、一方の端が骨組フレーム３、３’の上に溶接またはスクリュー釘付き固定手段によって締結（連結）されるか、あるいは、締結杆（連結軸）１４によって骨組フレーム３、３’の端部に挿設される。 The upper and lower guide members 10, 10 ′ according to the present invention have one end fastened on the frame 3, 3 ′ constituting the roof structure 1 and the foundation floor 2, and the other end of the roof structure 1. A vertical hole 12 is formed so as to protrude from the outer shell. The upper and lower guide members 10 and 10 'are arranged at the edges of the roof structure 1 and the foundation floor surface 2, respectively, and one end thereof is fastened (connected) on the frame 3 or 3' by welding or fixing means with screw nails. Or is inserted into the end of the frame 3 or 3 'by a fastening rod (connection shaft) 14.
図３及び図４は、上下ガイド部材１０、１０’の締結杆１４が骨組フレーム３、３’の上に挿設された状態を示しているが、ここで、フレーム骨組３、３’は、通常、重量及び耐久性を考慮して、中空の管材を用いることにより、切断部に自然に孔が穿孔され、孔の上に締結杆１４が嵌入するといった方式で締結される。 3 and 4 show a state in which the fastening rods 14 of the upper and lower guide members 10, 10 'are inserted on the frame frames 3, 3'. Here, the frame frames 3, 3 ' Usually, in consideration of weight and durability, by using a hollow tube material, a hole is naturally drilled in the cut portion, and fastening is performed by a method in which a fastening rod 14 is fitted on the hole.
これにより、上下ガイド部材１０、１０’を設置する作業が迅速で且つ簡単に行われることはもとより、締結杆１４が骨組フレーム３、３’の内側に嵌まり込んだ状態で支持されるため、締結部の結束力が強固に維持されるというメリットがある。 Thereby, since the operation of installing the upper and lower guide members 10, 10 ′ is performed quickly and easily, the fastening rod 14 is supported in a state of being fitted inside the frame frames 3, 3 ′. There is an advantage that the binding force of the fastening portion is firmly maintained.
このとき、上下ガイド部材１０、１０’の締結杆１４は骨組フレーム３、３’に挿設された状態で遊動及び離脱が防止されるように溶接及びスクリュー釘付き固定手段によってさらに固定されることが好ましい。 At this time, the fastening rods 14 of the upper and lower guide members 10 and 10 ′ are further fixed by fixing means with welding and screw nails so as to prevent loosening and detachment in a state where they are inserted into the frame frames 3 and 3 ′. Is preferred.
また、上下ガイド部材１０、１０’は、屋根構造体１の外郭に延在して垂直孔１２が穿設される。垂直孔１２は、後述する垂直案内棒２０が嵌入するように上下部が貫設され、屋根構造体１を昇降するに際して、下ガイド部材１０’の上に穿設された垂直孔１２は垂直案内棒２０を下部から支持し、上ガイド部材１０の上に穿設された垂直孔１２は垂直案内棒２０に沿って搬送される。 The upper and lower guide members 10, 10 ′ extend to the outline of the roof structure 1 and are provided with vertical holes 12. The vertical hole 12 is vertically penetrated so that a vertical guide rod 20 to be described later is inserted, and when the roof structure 1 is moved up and down, the vertical hole 12 drilled on the lower guide member 10 ′ is vertically guided. The vertical hole 12 that supports the rod 20 from below and is drilled on the upper guide member 10 is conveyed along the vertical guide rod 20.
さらに、上下ガイド部材１０、１０’によって垂直案内棒２０が屋根構造体１の外郭において支持されるため、屋根構造体１を組立及び昇降するに際して、垂直案内棒２０の干渉なしに作業が簡単に行われる。 Further, since the vertical guide rod 20 is supported by the upper and lower guide members 10 and 10 ′ on the outline of the roof structure 1, when the roof structure 1 is assembled and lifted, the work can be easily performed without the interference of the vertical guide rod 20. Done.
このとき、上下ガイド部材１０、１０’は、端部に垂直孔１２が穿設される一対のガイドフレーム１１が３０〜９０°の傾斜角をもって設けられる。一対のガイドフレーム１１は、骨組フレーム３、３’に締結される締結杆１４を軸として異なる角（例えば、好ましくは、９０°）をもって突設され、それぞれのガイドフレーム１１の端部に垂直孔１２が穿設されて単一の上下ガイド部材１０、１０’の上に２本の垂直案内棒２０が設けられる。 At this time, the upper and lower guide members 10, 10 ′ are provided with a pair of guide frames 11 having vertical holes 12 formed at the end portions thereof with an inclination angle of 30 to 90 °. The pair of guide frames 11 protrudes with different angles (for example, preferably 90 °) around the fastening rods 14 fastened to the frame frames 3 and 3 ′, and a vertical hole is formed at the end of each guide frame 11. 12, two vertical guide rods 20 are provided on the single upper and lower guide members 10, 10 ′.
これにより、屋根構造体１を昇降するに際して、それぞれの縁部が一対の垂直案内棒２０によって２重に支持されることにより、屋根構造体１の昇降安全性が確保されるとともに、屋根構造体１の有効荷重の範囲が拡大されてデザイン変更により一層の柔軟性が確保されるというメリットがある。 Thereby, when raising and lowering the roof structure 1, the respective edge portions are doubly supported by the pair of vertical guide bars 20, so that the safety of raising and lowering the roof structure 1 is ensured and the roof structure 1 There is an advantage that the range of the effective load of 1 is expanded and further flexibility is ensured by changing the design.
さらに、本発明に係る垂直案内棒２０は、上下ガイド部材１０、１０’の垂直孔１２に嵌入して屋根構造体１と基礎床面２を連結し、屋根構造体１の垂直方向の搬送を案内するように形成される。垂直案内棒２０は、上下ガイド部材１０、１０’の垂直孔１２に嵌入した状態で基礎床面２と直交するように設置され、屋根構造体１を昇降するに際して上ガイド部材１０の垂直孔１２が垂直方向に搬送されるように案内する。 Further, the vertical guide rod 20 according to the present invention is fitted into the vertical holes 12 of the upper and lower guide members 10 and 10 'to connect the roof structure 1 and the foundation floor surface 2 and to convey the roof structure 1 in the vertical direction. It is formed to guide. The vertical guide rod 20 is installed so as to be orthogonal to the base floor surface 2 in a state of being fitted into the vertical holes 12 of the upper and lower guide members 10, 10 ′. Is guided in the vertical direction.
このとき、屋根構造体１の昇降作業に当たって、垂直案内棒２０が上ガイド部材１０に連れて昇降されることを防止するために、下ガイド部材１０’の支持孔１２の上に嵌入した垂直案内棒２０の端部を固定することが好ましい。 At this time, in order to prevent the vertical guide rod 20 from being lifted and lowered along with the upper guide member 10 during the lifting and lowering operation of the roof structure 1, the vertical guide inserted into the support hole 12 of the lower guide member 10 ′. It is preferable to fix the end of the rod 20.
また、本発明に係る支え杆３０は、垂直案内棒２０の上に締結されるように一方の端にクランプ３２が設けられ、他方の端は基礎床面２の骨組フレーム３’の上に締結されるように形成される。支え杆３０は、垂直案内棒２０が基礎床面２と垂直をなすように設けられ、図１に示すように、屋根構造体１の昇降高さに応じて段階的に支持するためにクランプ３２を介して垂直案内棒２０の下端部から上端に至るまでの多数の個所に離間して配置される。 Further, the support rod 30 according to the present invention is provided with a clamp 32 at one end so as to be fastened on the vertical guide rod 20, and the other end is fastened on the frame 3 ′ of the foundation floor 2. Formed to be. The support rod 30 is provided so that the vertical guide rod 20 is perpendicular to the foundation floor surface 2 and, as shown in FIG. 1, a clamp 32 for supporting stepwise in accordance with the elevation height of the roof structure 1. The vertical guide rod 20 is spaced apart from the lower end to the upper end of the vertical guide rod 20.
ここで、クランプ３２は、支え杆３０の設置角度に応じて定位置に柔らかく締結されるように支え杆３０の一方の端にヒンジを軸として旋回しつつ螺合によって着脱が容易に行われるように設けられる。 Here, the clamp 32 can be easily attached and detached by screwing while rotating around one end of the support rod 30 around the hinge so that the clamp 32 is softly fastened at a fixed position according to the installation angle of the support rod 30. Is provided.
また、支え杆３０は、図２及び図３に示すように、単一の上下ガイド部材１０、１０’の上に一対をなして設けられた垂直案内棒２０を支持するに当たって、当該垂直案内棒２０を支持するガイドフレーム１１の長手方向にそれぞれ互い違いに配置されることにより、垂直案内棒２０相互間の支持力が四方から作用して構造的な安全性が確保される。 As shown in FIGS. 2 and 3, the support rod 30 supports the vertical guide rod 20 provided in a pair on the single upper and lower guide members 10, 10 ′. By alternately arranging the guide frames 11 in the longitudinal direction of the guide frames 11 that support 20, the support force between the vertical guide rods 20 acts from four directions to ensure structural safety.
１０、１０’：上下ガイド部材
２０：垂直案内棒
３０：支持棒
10, 10 ': Vertical guide member 20: Vertical guide rod 30: Support rod
Claims (4)
屋根構造体（１）と基礎床面（２）を構成する骨組フレーム（３、３’）に一方の端が締結され、他方の端は屋根構造体（１）の外郭から突出して垂直孔（１２）が穿設される上下ガイド部材（１０、１０’）と、
前記上下ガイド部材（１０、１０’）の垂直孔（１２）に嵌入して屋根構造体（１）と基礎床面（２）を連結し、屋根構造体（１）の垂直方向の搬送を案内するように形成される垂直案内棒（２０）と、
前記垂直案内棒（２０）に締結されるように一方の端にクランプ（３２）が設けられ、他方の端は基礎床面（２）の骨組フレーム（３’）に締結されるように形成される支え杆（３０）と、
を備えてなることを特徴とする組立式建物施工装置。 In an assembly-type building construction apparatus that is assembled in advance at the upper part of the foundation floor and lifts and lowers the roof structure by a lift device,
One end is fastened to the roof structure (1) a framework frame which constitutes the base floor surface (2) (3,3 '), the other end is the outer vertical cavity and protrudes from the roof structure (1) ( 12) an upper and lower guide member (10, 10 ') to be drilled;
The roof structure (1) and the foundation floor (2) are connected by fitting into the vertical holes (12) of the upper and lower guide members (10, 10 ') to guide the vertical conveyance of the roof structure (1). A vertical guide rod (20) formed to:
A clamp (32) is provided at one end to be fastened to the vertical guide rod (20) , and the other end is formed to be fastened to the frame (3 ') of the foundation floor (2). Ru support rod (30),
The assembly-type building construction apparatus characterized by comprising.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR1020100101893A KR101209408B1 (en) | 2010-10-19 | 2010-10-19 | A prefabricated house construction device |
| KR10-2010-0101893 | 2010-10-19 |
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| JP2012087612A JP2012087612A (en) | 2012-05-10 |
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| Application Number | Title | Priority Date | Filing Date |
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| JP2011207409A Expired - Fee Related JP5492852B2 (en) | 2010-10-19 | 2011-09-22 | Assembly type building construction equipment |
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| KR (1) | KR101209408B1 (en) |
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| CN114635548B (en) * | 2022-02-18 | 2024-04-05 | 中铁五局集团建筑工程有限责任公司 | Rapid and accurate assembling device and method for hyperbolic space inverted triangle steel truss |
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| JPH0427049A (en) * | 1990-05-22 | 1992-01-30 | Power Daisetsuto Kk | Lift-up building method |
| JP2723431B2 (en) * | 1992-10-15 | 1998-03-09 | クボタハウス株式会社 | Construction method of steel framed house |
| JPH08184101A (en) * | 1994-12-28 | 1996-07-16 | Kubota House Corp | Architectural method of building |
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| KR20120040457A (en) | 2012-04-27 |
| KR101209408B1 (en) | 2012-12-06 |
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