JP5217022B2 - Lightweight cellular concrete panel mounting structure - Google Patents

Lightweight cellular concrete panel mounting structure Download PDF

Info

Publication number
JP5217022B2
JP5217022B2 JP2009128041A JP2009128041A JP5217022B2 JP 5217022 B2 JP5217022 B2 JP 5217022B2 JP 2009128041 A JP2009128041 A JP 2009128041A JP 2009128041 A JP2009128041 A JP 2009128041A JP 5217022 B2 JP5217022 B2 JP 5217022B2
Authority
JP
Japan
Prior art keywords
mounting hardware
mounting
panel
welding
hardware
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
Application number
JP2009128041A
Other languages
Japanese (ja)
Other versions
JP2010275745A (en
Inventor
祐司 幅
涼子 前野
Original Assignee
住友金属鉱山シポレックス株式会社
Priority date (The priority date 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 date listed.)
Filing date
Publication date
Application filed by 住友金属鉱山シポレックス株式会社 filed Critical 住友金属鉱山シポレックス株式会社
Priority to JP2009128041A priority Critical patent/JP5217022B2/en
Publication of JP2010275745A publication Critical patent/JP2010275745A/en
Application granted granted Critical
Publication of JP5217022B2 publication Critical patent/JP5217022B2/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Joining Of Building Structures In Genera (AREA)

Description

本発明は建築物の屋根・床として軽量気泡コンクリート(ALC)パネル(以下、ALCパネル、あるいは単にパネルという。)等を使用する場合におけるパネルの取付構造に関するものである。   The present invention relates to a panel mounting structure when a lightweight cellular concrete (ALC) panel (hereinafter referred to as an ALC panel or simply a panel) or the like is used as a roof or floor of a building.

建築物の屋根・床としてALCパネル等を使用する場合において、建築躯体の梁上に複数のパネルを水平方向に敷き並べ、パネルを該梁に固着する方法としては、従来から湿式工法の取付構造が採用されている。すなわち、モルタル等を使用して両者を接合する湿式工法において、取付金物であるスラブプレート、マルカン等の両側下部を梁に溶接固定する構造である。   In the case of using ALC panels as the roof and floor of a building, as a method of laying a plurality of panels horizontally on the beam of the building frame and fixing the panel to the beam, a conventional wet construction mounting structure is used. Is adopted. In other words, in a wet method of joining both using mortar or the like, the lower portions on both sides of a slab plate, a marcan, etc., which are mounting hardware, are welded and fixed to the beam.

また、床用または屋根用のALCパネルの目地部の連結構造として、従来から例えば図9に示すような構造が採用されている(例えば、特許文献1参照。)。
すなわち、図9に示すようにH型鋼の梁1の上部フランジ面上に複数のパネル2が敷設されており、そのパネル2の目地部23の位置に固定金具であるスラブプレート24の両側下部が梁1の上部フランジ面上に溶接されて固定されている。また、そのスラブプレート24の上部には穴27が設けられていて、目地鉄筋25が挿通されているとともに、目地部23にはモルタル26が充填されている構造である。
Moreover, as a connection structure of the joint part of the ALC panel for floors or roofs, for example, a structure as shown in FIG. 9 has been conventionally employed (for example, see Patent Document 1).
That is, as shown in FIG. 9, a plurality of panels 2 are laid on the upper flange surface of the H-shaped steel beam 1, and the lower portions on both sides of the slab plate 24, which is a fixture, are located at the joints 23 of the panel 2. The upper flange surface of the beam 1 is welded and fixed. Moreover, the hole 27 is provided in the upper part of the slab plate 24, the joint rebar 25 is penetrated, and the joint part 23 is filled with mortar 26.

図9における固定金具としては、図10(a)に示すスラブプレート24の他に、図10(b)に示すような丸カン28を用いても良い。スラブプレート24は平鋼片20に上部に横長の穴27をあけたものであり、丸カン28は棒鋼21をL字型に曲げ、一方の先端に穴27を形成したものである。いずれも下端を梁1のフランジ面に溶接して固定する。これらの固定金具では、図中矢印の方向に倒れやすく、梁上に自立静止することは難しい。図11は図10(a)に示すスラブプレート24を梁1の上部フランジ面上に溶接固定した状態を示す外観斜視図である。梁1の上部フランジ面上にスラブプレート24の下端を溶接し、スラブプレート24上部中央に設けた横長の穴27に目地鉄筋25を貫通させる。図中18は溶接ビートを示す。   As the fixture in FIG. 9, a round can 28 as shown in FIG. 10B may be used in addition to the slab plate 24 shown in FIG. The slab plate 24 is a flat steel piece 20 with a horizontally long hole 27 formed in the upper portion thereof, and the round can 28 is formed by bending a steel bar 21 into an L shape and forming a hole 27 at one end. In either case, the lower end is fixed to the flange surface of the beam 1 by welding. These fixing brackets easily fall in the direction of the arrow in the figure, and it is difficult to stand on the beam. FIG. 11 is an external perspective view showing a state in which the slab plate 24 shown in FIG. 10A is fixed to the upper flange surface of the beam 1 by welding. The lower end of the slab plate 24 is welded onto the upper flange surface of the beam 1, and the joint rebar 25 is passed through a horizontally long hole 27 provided at the upper center of the slab plate 24. In the figure, 18 indicates a welding beat.

特開平9−177195号公報Japanese Patent Laid-Open No. 9-177195

このようなパネルの取付構造において、固定金具であるスラブプレート24は板厚が薄く、丸カン28は底部が平坦ではないことから、梁上に自立した状態で載置することができないため、溶接作業において取付位置を調整し、垂直に自立させて溶接固定することが困難である。
この点を改良するため、図12に示すようにスラブプレートの平鋼片20の平面に、転倒を防止するための突出片22を形成した固定金具35、36が提案されている。突出片22は図12(a)に示すように平鋼片20の両端を直角に曲げ加工して形成しても良いし、あるいは図12(b)に示すように平鋼片20の中央に溶接でつけても良い。このように、平面から直角に張り出した突出片22を設けることにより、梁上面にスラブプレートが自立可能となり、梁上での作業時に両手使えるようになるので、作業が容易になる。図中、27は目地鉄筋を貫通させるための穴である。
図13は、図12(a)に示す固定金具35を用いて梁1の上部フランジ面上に溶接固定した状態を示す外観斜視図である。梁1の上部フランジ面上に固定金具35の下端を溶接し、固定金具35上部中央に設けた横長の穴27に目地鉄筋25を貫通させる。図中18は溶接ビートを示す。
In such a panel mounting structure, the slab plate 24, which is a fixture, has a thin plate thickness, and the round can 28 is not flat at the bottom, so that it cannot be placed in a self-supporting state on the beam. It is difficult to adjust the mounting position in the work and fix it by vertical self-supporting.
In order to improve this point, as shown in FIG. 12, fixing metal fittings 35 and 36 are proposed in which projecting pieces 22 for preventing overturning are formed on the flat surface of a flat steel piece 20 of a slab plate. The protruding piece 22 may be formed by bending both ends of the flat steel piece 20 at a right angle as shown in FIG. 12 (a), or at the center of the flat steel piece 20 as shown in FIG. 12 (b). It may be attached by welding. Thus, by providing the projection pieces 22 protruding from the plane at right angles, the slab plate becomes self-sustaining in the beam top surface, so be able to use two hands when working on the beam, thereby facilitating the work. In the figure, reference numeral 27 denotes a hole for passing through the joint reinforcement.
FIG. 13 is an external perspective view showing a state in which the fixing bracket 35 shown in FIG. 12A is welded and fixed onto the upper flange surface of the beam 1. The lower end of the fixture 35 is welded on the upper flange surface of the beam 1, and the joint rebar 25 is passed through a horizontally long hole 27 provided in the upper center of the fixture 35. In the figure , 18 indicates a welding beat.

しかしながら、図12(a)(b)に示す固定金具(スラブプレート)35、36いずれも薄肉の板材で構成されており、当該固定金具を転倒させようとする力に対抗する金具自体の重量が軽く、金具が自立する上で不利な形状である。固定金具の厚さ方向の転倒しやすさは、金具の重心から端までの厚み方向距離が短いほど不利であるが、重心が平板体のある側にずれているため、平板体側への厚み方向の力に対しては転倒しやすい形状となっている。したがって、従来の固定金具の場合は、梁上における溶接位置の位置決め、向きや姿勢の調整等に手間取り、溶接作業の作業能率が低いという欠点があった。
本発明は、上記した従来の欠点を解消するためになされたもので、パネル取付け金物であるALCパネル固定金具に特定の形状構造を有する部材を採用することにより、溶接作業能率の向上をはかることができるALCパネルの取付構造を提案しようとするものである。
However, the fixing bracket (slab plate) shown in FIG. 12 (a) (b) 35, 36 both are composed of thin plate material, the weight of the bracket itself against force tending to overturn the fixing bracket However, the shape is disadvantageous in that the bracket is self-supporting. The ease of falling in the thickness direction of the fixing bracket is disadvantageous as the distance in the thickness direction from the center of gravity to the end of the bracket is shorter, but the center of gravity is shifted to the side where the plate body is located, so the thickness direction toward the plate body side It has a shape that is easy to fall against the force of. Therefore, in the case of the conventional fixing bracket, there is a drawback in that the work efficiency is low in time and labor for positioning the welding position on the beam, adjusting the orientation and posture, and the like.
The present invention was made in order to eliminate the above-described conventional drawbacks, and by using a member having a specific shape structure for the ALC panel fixing bracket, which is a panel mounting hardware, the welding work efficiency is improved. It is intended to propose an ALC panel mounting structure that can be used.

本発明に係るALCパネルの取付構造は、ALCパネルを梁上に水平に敷き並べ、建物躯体の梁に固定した取付金物を介してALCパネルを梁に固定してなるALCパネルの取付構造において、前記取付金物として、前記梁上に自立した状態で安定して載置可能な平坦な底部を有し、かつ上面にネジ孔を有する平鋼板からなる断面矩形の厚肉の取付金物を用い、該取付金物をネジ孔の軸方向が垂直になるように前記梁上に溶接固定し、該取付金物に座金を介してボルトを螺合させ、ALCパネルを梁と座金との間で挟持した構造となしたことを特徴とするものである。The mounting structure of the ALC panel according to the present invention is an ALC panel mounting structure in which the ALC panel is horizontally laid on the beam, and the ALC panel is fixed to the beam via a mounting bracket fixed to the beam of the building frame. As the mounting hardware, a thick mounting hardware having a rectangular cross section made of a flat steel plate having a flat bottom portion that can be stably placed in a self-standing state on the beam and having a screw hole on the upper surface, A structure in which a mounting metal is welded and fixed onto the beam so that the axial direction of the screw hole is vertical, a bolt is screwed to the mounting metal via a washer, and an ALC panel is sandwiched between the beam and the washer. It is characterized by what has been done.

本発明における取付金物として、梁上に自立した状態で安定して載置可能な平坦な底部を有する断面矩形の厚肉の平鋼板で構成したのは、梁上面において転倒しにくく自立した状態で安定して載置可能とするだけでなく、梁上面における溶接位置の位置決め、向きや姿勢の調整を簡易迅速に行えるようにするためである。この取付金物のサイズは特に限定するものではないが、梁上で転倒しにくい構造とするため、厚さ8mm以上20mm以下、長さ30mm以上の平鋼板からなり、高さと厚さの比が3以下のものが好ましい。即ち、本発明の取付金物は、断面を矩形としさらに厚さ寸法(従来技術の場合突出片の幅寸法)に対する金物重量の割合が大きくなるように構成してあり、重心は取付金物の厚み方向のほぼ中央にあるため転倒しにくい形状構造となっている。As the mounting hardware in the present invention, it is composed of a thick flat steel plate with a rectangular cross section having a flat bottom portion that can be stably placed in a self-standing state on the beam. This is to enable not only stable placement but also simple and quick positioning of the welding position on the beam upper surface, and adjustment of the orientation and attitude. The size of the mounting hardware is not particularly limited, but is made of a flat steel plate having a thickness of 8 mm or more and 20 mm or less and a length of 30 mm or more in order to make the structure difficult to fall on the beam, and the ratio of height to thickness is 3 The following are preferred. That is, the mounting hardware of the present invention is configured such that the section is rectangular and the ratio of the weight of the hardware to the thickness dimension (the width dimension of the protruding piece in the case of the prior art) is increased, and the center of gravity is the thickness direction of the mounting hardware. Because it is almost in the center of the shape, it has a shape structure that is difficult to tip over.

なお、本発明のALCパネルの取付構造を得るための施工手順としては、ALCパネルを建物駆体の梁上に水平に敷設し後、該ALCパネル側面に前記取付金物を略当接させるとともに、該取付金物がALCパネルに接していない3側面の下部において梁に溶接固定した後、別のALCパネルを敷き詰める操作を順次繰り返し、該取付金物に座金を介してボルトを螺合させ、それぞれのALCパネルを梁と座金との間で挟持して固定するという手順が取られる。
本発明の軽量気泡コンクリートパネルの取付方法によれば、建物駆体上で必要なパネルを順次施工することができるので、作業能率が良くなる利点がある。
In addition, as a construction procedure for obtaining the mounting structure of the ALC panel of the present invention, the ALC panel is laid horizontally on the beam of the building body, and then the mounting hardware is substantially brought into contact with the side surface of the ALC panel. after hardware with said mounting is welded to the beam at the bottom of the three sides not in contact with the ALC panel, sequentially repeating the operation laying another ALC panels, screwed bolts through the washer to hardware with said mounting, respectively The procedure is to clamp and fix the ALC panel between the beam and the washer.
According to the attachment method of the lightweight cellular concrete panel of the present invention, necessary panels can be sequentially constructed on the building body, and thus there is an advantage that work efficiency is improved.

本発明のパネルの取付構造は、取付金物の溶接固定において、片側下部と直交方向に巻き込み溶接を行う構造からなるため、パネルを敷き込んだ後に取付金物を溶接固定することが可能となり、よって溶接作業を梁上に敷設したパネルに乗って行うことで足場が不要となり、高所作業の危険性を軽減することができるという効果に加え、取付金物として梁上において転倒しにくく自立した状態で安定して載置可能な特定の形状構造を有する部材を採用したことにより、梁上における溶接位置の位置決め、向きや姿勢の調整等を簡易迅速に行うことが可能となり、溶接作業の作業能率を著しく向上させることができる。従って、本発明のパネルの取付構造は、特に屋根パネルや床パネル等の用途において極めて有用である。 Mounting structure of a panel of the present invention, in the welding fixation of the mounting hardware, it is possible to fixedly welded mounting hardware after elaborate laying structure Tona order to perform winding welded to one side under the perpendicular direction, the panel, thus In addition to the effect that the scaffolding becomes unnecessary by performing the welding work on the panel laid on the beam and the risk of work at high places can be reduced, it is difficult to fall on the beam as a mounting hardware and in a self-supporting state By adopting a member with a specific shape and structure that can be placed stably, positioning of the welding position on the beam, adjustment of the orientation and orientation, etc. can be performed easily and quickly, and the work efficiency of the welding work can be improved. It can be significantly improved. Therefore, the panel mounting structure of the present invention is extremely useful particularly in applications such as roof panels and floor panels.

本発明のパネルの取付構造の一例を示す一部破断斜視図である。It is a partially broken perspective view which shows an example of the attachment structure of the panel of this invention. 本発明の取付金物の一例を示す外観斜視図である。It is an external appearance perspective view which shows an example of the attachment metal fitting of this invention. 図1の線A−A’に沿った断面図である。It is sectional drawing along line A-A 'of FIG. 本発明の取付金物の他の例を示す外観斜視図である。It is an external appearance perspective view which shows the other example of the attachment metal fitting of this invention. 図4に示す取付金物を使用した場合の断面図である。It is sectional drawing at the time of using the attachment metal fitting shown in FIG. 本発明の取付金物の別の例を示す外観斜視図で、(a)は取付金物の一端にねじ穴を有するもの、(b)は取付金物の中央部に縦方向のねじ穴を有し、ねじ穴の下端の直交方向に横穴を有するものである。It is an external perspective view showing another example of the mounting hardware of the present invention, (a) has a screw hole at one end of the mounting hardware, (b) has a vertical screw hole in the center of the mounting hardware, It has a horizontal hole in the direction orthogonal to the lower end of the screw hole. 本発明のパネルの取付方法の施工手順を説明する図である。It is a figure explaining the construction procedure of the attachment method of the panel of this invention. 本発明の取付金物を梁上に溶接固定する方法を説明する図で、(a)は図2に示した横長で上面にネジ穴7を備えた取付金物3を梁上に溶接固定する場合、(b)は図4に示した縦長で平面に穴8を備えた取付金物31を梁上に溶接固定する場合を示している。It is a figure explaining the method of welding and fixing the mounting hardware of the present invention on the beam, (a) is a case where the mounting hardware 3 having the screw holes 7 on the upper surface shown in FIG. (B) has shown the case where the vertically long attachment bracket 31 shown in FIG. 4 provided with the hole 8 on the plane is weld-fixed on the beam. 従来のパネルの取付構造の一例を示す一部破断斜視図である。It is a partially broken perspective view which shows an example of the attachment structure of the conventional panel. 従来の固定金物の例を示す図で、(a)はスラブプレート、(b)はマルカンを示す。It is a figure which shows the example of the conventional fixed metal fitting, (a) is a slab plate, (b) shows a marcan. 図10(a)のスラブプレートを梁上に溶接固定する方法を説明する図である。It is a figure explaining the method of welding and fixing the slab plate of Fig.10 (a) on a beam. 固定金物の改良例を示す図で、(a)はスラブプレートの両端に突出片を設けた例、(b)は平板体の中央に突出片を設けた例を示す。It is a figure which shows the example of improvement of a fixed metal fitting, (a) shows the example which provided the protrusion piece in the both ends of the slab plate, (b) shows the example which provided the protrusion piece in the center of the flat plate. 図12(a)に示す固定金物を使用して、パネルの目地部を固定する例を示す一部破断斜視図である。It is a partially broken perspective view which shows the example which fixes the joint part of a panel using the fixed metal fixture shown to Fig.12 (a).

次に本発明の具体例を図面に従って説明する。
なお、本発明で使用するパネルとしては、ALCパネル、中空パネルおよびPCパネルなどが挙げられ、これらを建築物の屋根または床として使用する場合があるが、以下はその代表例としてALCパネルを屋根として使用する場合について説明する。
まず、本発明のパネルの取付構造について説明する。
図1は本発明のパネルの取付構造の一例を示す一部破断斜視図である。本発明のパネルの取付構造10は、座掘部2cを設けたALCパネル2を建築物駆体の梁1上に水平に配列し、該梁1上にネジ孔を有する取付金物3をネジ孔の軸方向が垂直になるように固定し、該取付金物3に座金4を介してボルト5を螺合させ、ALCパネル2を前記梁1と前記座金4との間で挟持した取付構造である。
Next, specific examples of the present invention will be described with reference to the drawings.
In addition, as a panel used by this invention, an ALC panel, a hollow panel, a PC panel, etc. are mentioned, These may be used as a roof or a floor of a building, but the following is an ALC panel as a roof as a typical example. The case of using as will be described.
First, the panel mounting structure of the present invention will be described.
FIG. 1 is a partially broken perspective view showing an example of a panel mounting structure of the present invention. In the panel mounting structure 10 of the present invention, the ALC panel 2 provided with the digging portion 2c is horizontally arranged on the beam 1 of the building body, and the mounting hardware 3 having screw holes on the beam 1 is screwed. Is fixed so that its axial direction is vertical, and a bolt 5 is screwed to the mounting bracket 3 via a washer 4 so that the ALC panel 2 is sandwiched between the beam 1 and the washer 4. .

図2は、図1に示す取付構造で使用した本発明の取付金物の一例を示す外観斜視図である。
図2に示す取付金物3は、平鋼6からなり、上面6aにネジ穴7が設けてある。また、取付金物5は安定して自立させ、かつ通常20mm程度の目地幅に埋設させるためには厚さ(W)は8〜20mm程度とするのが適当である。安定して自立させるためにはさらに取付金物の高さ(H)を、高さ(H)と厚さ(W)との比:H/Wを3以下に構成するのが好ましい。取付金物をこのように構成することにより、取付金物の重心位置は厚さ方向のほぼ中央になる。梁上に取り付け金物を安定して自立させるために、底面6bは平滑面にしておく必要がある。金具の長さ(L)は、溶接長を確保できるよう30mm以上が望ましい。
FIG. 2 is an external perspective view showing an example of the mounting hardware of the present invention used in the mounting structure shown in FIG.
Mounting hardware shown in FIG. 2. 3, a plano steel plate 6, are threaded hole 7 is provided on the upper surface 6a. In addition, in order to make the mounting hardware 5 stand by itself stably and embed in a joint width of usually about 20 mm, it is appropriate that the thickness (W) is about 8 to 20 mm. In order to be able to stand by itself stably, it is preferable that the height (H) of the mounting hardware is configured such that the ratio of the height (H) to the thickness (W): H / W is 3 or less. By configuring the mounting hardware in this way, the position of the center of gravity of the mounting hardware is approximately the center in the thickness direction. In order to make the mounting hardware stably stand on the beam, the bottom surface 6b needs to be a smooth surface. The length (L) of the metal fitting is desirably 30 mm or more so as to ensure the welding length.

図3は、図1の取付金物を含む線A−A’に沿った断面図である。図3に示すとおり建築物駆体の梁1上にネジ孔を有する取付金物3をネジ孔の軸方向が垂直になるように固定し、両側から座掘部2cを設けたALCパネル2を水平に配列し、該梁1上に該取付金物3に座金4を介してボルト5を螺合させ、ALCパネル2を前記梁1と前記座金4との間で狭持している。ここで取付金物3の背面はALCパネル2の一方の端面に当接し、取付金物3の他の面の下部は溶接により梁1に固定されている。図中17は目地部を、18は溶接ビートを示す。   FIG. 3 is a cross-sectional view taken along line A-A ′ including the mounting hardware of FIG. 1. As shown in FIG. 3, the mounting hardware 3 having a screw hole is fixed on the beam 1 of the building driving body so that the axial direction of the screw hole is vertical, and the ALC panel 2 provided with the digging portion 2c from both sides is horizontally mounted. The bolt 5 is screwed onto the mounting metal 3 via the washer 4 on the beam 1 so that the ALC panel 2 is sandwiched between the beam 1 and the washer 4. Here, the back surface of the mounting hardware 3 is in contact with one end surface of the ALC panel 2, and the lower part of the other surface of the mounting hardware 3 is fixed to the beam 1 by welding. In the figure, 17 indicates a joint portion and 18 indicates a welding beat.

図4は取付金物の他の例を示す外観斜視図である。図4に示す取付金物31は、縦長の平鋼からなり、平面6cの上部に穴8が設けてある。梁上で取付金物を安定して自立させるために、取付金物31の底面6bも平滑面にしておく必要がある。また、取付金物31は安定して自立させ、かつ通常20mm程度の目地幅に埋設させるためには厚さ(W)は8〜20mm程度とするのが適当である。安定して自立させるためにはさらに取付金物の高さ(H)を、高さ(H)と厚さ(W)との比:H/Wを3以下にするのが好ましい。取付金物をこのように構成することにより、取付金物の重心位置は厚さ方向のほぼ中央になる。梁上に取り付け金物を安定して自立させるために、底面6bは平滑面にしておく必要がある。金具の長さ(L)は、溶接長を確保できるよう30mm以上が望ましい。
穴8は目地鉄筋25を貫通させてALCパネルの目地部を固定するのに使用する。
FIG. 4 is an external perspective view showing another example of the mounting hardware. Mounting hardware 31 shown in FIG. 4 consists of elongated flat bar plate, it is holes 8 provided above the plane 6c. In order to make the mounting hardware stably stand on the beam, the bottom surface 6b of the mounting hardware 31 also needs to be a smooth surface. Further, in order to make the mounting hardware 31 stably stand alone and embed in a joint width of usually about 20 mm, it is appropriate that the thickness (W) is about 8 to 20 mm. In order to be able to stand by itself stably, it is preferable that the height (H) of the mounting hardware is a ratio of the height (H) to the thickness (W): H / W is 3 or less. By configuring the mounting hardware in this way, the position of the center of gravity of the mounting hardware is approximately the center in the thickness direction. In order to make the mounting hardware stably stand on the beam, the bottom surface 6b needs to be a smooth surface. The length (L) of the metal fitting is desirably 30 mm or more so as to ensure the welding length.
The hole 8 is used for passing through the joint rebar 25 and fixing the joint portion of the ALC panel.

図5は、取付金物31を使用してALCパネルの目地部を固定する場合の取付金物を含む線に沿った断面図である。
建築物駆体の梁1上にネジ孔を有する取付金物31をネジ孔の軸方向が垂直になるように固定し、両側からALCパネル2を水平に配列してある。取付金物31の穴8には目地鉄筋25を貫通させてあり、該目地鉄筋25をALCパネルの目地部にくるように配置して、ALCパネルの目地部を固定している。ここでも取付金物31の背面はALCパネル2の一方の端面に当接し、取付金物31の他の面の下部は溶接により梁1に固定されている。図中18は溶接ビートを示す。
FIG. 5 is a cross-sectional view taken along the line including the attachment hardware when the joint portion of the ALC panel is fixed using the attachment hardware 31.
A mounting hardware 31 having a screw hole is fixed on the beam 1 of the building body so that the axial direction of the screw hole is vertical, and the ALC panels 2 are horizontally arranged from both sides. A joint rebar 25 is passed through the hole 8 of the attachment metal 31, and the joint rebar 25 is arranged so as to come to the joint part of the ALC panel to fix the joint part of the ALC panel. Here again, the back surface of the mounting hardware 31 is in contact with one end face of the ALC panel 2, and the lower part of the other surface of the mounting hardware 31 is fixed to the beam 1 by welding. In the figure, 18 indicates a welding beat.

図6は、取付金物の他の例を示す外観斜視図であって、(a)の取付金物32はネジ穴7が取付金物上面32aの端部に設けられているもの、(b)の取付金物33は取付金物上面33aの中央にネジ穴7が、該ネジ穴7の下端にネジ穴7に直行する方向に穴8が取付金物の平面33cに向けて貫通させてある。
これら(a)、(b)の取付金物においても、安定して自立させかつ通常20mm程度の目地幅に埋設させるためには厚さ(W)8〜20mm程度とするのが適当である。安定して自立させるためにはさらに取付金物の高さ(H)を、高さ(H)と厚さ(W)との比:H/Wを3以下にするのが好ましい。取付金物をこのように構成することにより、取付金物の重心位置は厚さ方向のほぼ中央になる。梁上に取り付け金物を安定して自立させるために、底面33bは平滑面にしておく必要がある。金具の長さ(L)は、溶接長を確保できるよう30mm以上が望ましい。
FIG. 6 is an external perspective view showing another example of the mounting hardware, wherein the mounting hardware 32 in FIG. 6A has a screw hole 7 provided at the end of the mounting hardware upper surface 32a, and FIG. The hardware 33 has a screw hole 7 in the center of the mounting metal upper surface 33a, and a hole 8 is made to penetrate the lower end of the screw hole 7 in a direction perpendicular to the screw hole 7 toward the flat surface 33c of the mounting hardware.
Also in the mounting hardware of (a) and (b), it is appropriate to set the thickness (W) to about 8 to 20 mm in order to stably stand alone and embed in a joint width of about 20 mm. In order to be able to stand by itself stably, it is preferable that the height (H) of the mounting hardware is a ratio of the height (H) to the thickness (W): H / W is 3 or less. By configuring the mounting hardware in this way, the position of the center of gravity of the mounting hardware is approximately the center in the thickness direction. The bottom surface 33b needs to be a smooth surface in order to make the mounting hardware stably stand on the beam. The length (L) of the metal fitting is desirably 30 mm or more so as to ensure the welding length.

図7は、本発明のALCパネルの取付構造を得るためのパネル取り付け方法の施工手順を説明する図である。
まず、梁1上にALCパネル2−1、2−1,・・・を敷き込む。次に取付金物3−1,3−1・・・をALCパネル2−1、2−1,・・・の短辺小口面に当接させて梁上に載置する。しかる後に取付金物3−1,3−1・・・の片側下部を直交方向に巻き込み溶接を行う。なお、この溶接作業は、通常は作業用足場を組まずに作業者がパネル上に乗った状態で行う。
取付金物3−1,3−2は、平坦な底部を有し安定した形状をなしているので、梁上に鉛直に自立することができる。梁上に鉛直に自立することで角度を正確に保ちながら溶接できる。
取付金物の固定方法としては溶接が一般的であり、梁上に敷き込んだパネル上に乗って溶接作業を行うことで、作業用足場を組む必要がなくなり、かつ安全である。前記取付金物を梁上に載置する際、予めパネルが梁上に敷き込まれており、該パネル側面に取付金物を略当接させるとともに、取付金物がパネルに接していない3側面の下部を梁に溶接固定することで強度が確保できる。
FIG. 7 is a diagram for explaining the construction procedure of the panel mounting method for obtaining the ALC panel mounting structure of the present invention.
First, the ALC panels 2-1, 2-1,. Next, the mounting brackets 3-1, 3-1,... Are placed on the beam while being brought into contact with the short edge surface of the ALC panels 2-1, 2-1,. After that, the lower parts on one side of the fittings 3-1, 3-1,. In addition, this welding work is normally performed in a state where an operator rides on a panel without assembling a work scaffold.
Since the mounting hardware 3-1 and 3-2 have a flat bottom and have a stable shape, they can stand vertically on the beam. By standing independently on the beam, welding can be performed while keeping the angle accurate.
As a method of fixing the mounting hardware, welding is generally used, and it is safe to ride on a panel laid on a beam so as not to assemble a work scaffold. When the mounting hardware is placed on the beam, a panel is preliminarily laid on the beam, the mounting hardware is substantially abutted on the side of the panel, and the lower part of the three side surfaces where the mounting hardware is not in contact with the panel. Strength can be secured by welding and fixing to the beam.

図8は、取付金物を梁上に溶接固定する方法を説明する図である。図8(a)は図2に示した横長で上面にネジ穴7を備えた取付金物3を溶接固定する場合、図8(b)は図4に示した縦長で平面に穴8を備えた取付金物31を溶接固定する場合を示している。いずれの場合にも、取付金物の背面をALCパネルの小口面に当接させ、取付金物下端の3方を直交方向に巻き込み溶接を行うことが有効である。図中18は溶接ビートである。   FIG. 8 is a diagram for explaining a method of fixing the mounting hardware onto the beam by welding. FIG. 8A shows a case where the mounting fixture 3 having the screw holes 7 on the upper surface shown in FIG. 2 is fixed by welding. FIG. 8B shows the holes 8 shown in FIG. The case where the attachment hardware 31 is fixed by welding is shown. In any case, it is effective that the back surface of the mounting hardware is brought into contact with the small edge surface of the ALC panel and the lower end of the mounting hardware is wound in the orthogonal direction to perform welding. In the figure, 18 is a welding beat.

取付金物3−1、3−1・・・の溶接固定が終わったら、次のALCパネル2−2、2−2、・・・を梁1上に敷き込む。しかる後上記と同様にして取付金物3−2、3−2・・・をALCパネル2−2、2−2、・・・の短辺小口面に当接させて梁1上に載置し、取付金物がパネルに接していない3側面の下部を梁に溶接固定する。
以上の作業を繰り返し必要なALCパネルを敷き込み、1に溶接固定した各取付金物に座金を介してボルトを螺合させ、順次ALCパネルを梁と座金との間で挟持してALCパネルの敷設施工を行う。
When the mounting fixtures 3-1, 3-1... Are fixed by welding, the next ALC panels 2-2, 2-2,. After that, in the same manner as described above, the mounting hardware 3-2, 3-2... Is placed on the beam 1 while being brought into contact with the short edge of the ALC panel 2-2, 2-2. The lower part of the three side surfaces where the mounting hardware is not in contact with the panel is welded and fixed to the beam.
Repeat the above operation to lay out the necessary ALC panels , screw bolts 5 to the respective mounting hardware welded and fixed to the beam 1 through the washers 4 , and sequentially hold the ALC panels between the beams and the washers. Install ALC panel.

本発明のALCパネルの取付構造は、前記したように取付金物を溶接固定する際に、取付金物の片側下部を直交方向に巻き込み溶接を行う構造からなるため、ALCパネルを敷き込んだ後に金物を溶接固定することが可能となり、よって溶接作業を梁上に敷設したALCパネルに乗って行うことで足場が不要となり、高所作業の危険性を軽減するという効果に加え、特定の形状構造を有する取付部材を採用したことにより、梁上における溶接位置の位置決め、向きや姿勢の調整等を簡易迅速に行うことが可能となり、溶接作業の作業能率を著しく向上させることができる。従って、本発明のパネルの取付構造は、特に屋根パネルや床パネル等の用途において極めて有用である。 Mounting structure for ALC panels of the present invention, in welding fixing the mounting hardware as described above, since the one side lower portion of the mounting hardware from structure for entrainment welded in an orthogonal direction, the hardware after elaborate laid ALC panels It is possible to fix by welding, so the welding work is carried out on the ALC panel laid on the beam, so there is no need for scaffolding, and it has a specific shape structure in addition to the effect of reducing the danger of working at high places By adopting the mounting member, positioning of the welding position on the beam, adjustment of the orientation and posture, etc. can be performed easily and quickly, and the work efficiency of the welding work can be significantly improved. Therefore, the panel mounting structure of the present invention is extremely useful particularly in applications such as roof panels and floor panels.

1 梁
2 ALCパネル
3 取付金物
4 座金
5 ボルト
6 平鋼片
7 ネジ穴
8、27 穴
10 取付構造
17 目地部
18 溶接ビート
20 平鋼片
21 丸棒鋼
22 突出片
24 スラブプレート
25 目地鉄筋
28 丸カン
31、32、33、34 取付金物
DESCRIPTION OF SYMBOLS 1 Beam 2 ALC panel 3 Attachment metal 4 Washer 5 Bolt 6 Flat steel piece 7 Screw hole 8, 27 hole 10 Mounting structure 17 Joint part 18 Welding beat 20 Flat steel piece 21 Round bar steel 22 Projection piece 24 Slab plate 25 Joint reinforcement 28 Round Can 31, 32, 33, 34 Mounting hardware

Claims (1)

軽量気泡コンクリートパネルを梁上に水平に敷き並べ、建物躯体の梁に固定した取付金物を介して軽量気泡コンクリートパネルを梁に固定してなる軽量気泡コンクリートパネルの取付構造において、前記取付金物として、前記梁上に自立した状態で安定して載置可能な平坦な底部を有し、かつ上面にネジ孔を有する平鋼板からなる断面矩形の厚肉の取付金物を用い、該取付金物をネジ孔の軸方向が垂直になるように前記梁上に溶接固定し、該取付金物に座金を介してボルトを螺合させ、軽量気泡コンクリートパネルを梁と座金との間で挟持した構造となしたことを特徴とする軽量気泡コンクリートパネルの取付構造。In a lightweight cellular concrete panel mounting structure in which lightweight cellular concrete panels are laid horizontally on a beam and the lightweight cellular concrete panel is fixed to the beam via an installation hardware fixed to the beam of the building frame, as the mounting hardware, A thick mounting hardware having a rectangular cross section made of a flat steel plate having a flat bottom portion that can be stably placed in a self-standing state on the beam and having a screw hole on the upper surface is used. The structure was such that the lightweight cellular concrete panel was sandwiched between the beam and the washer by welding and fixing onto the beam so that the axial direction of the tube was vertical, and bolts were screwed onto the mounting hardware via a washer. A lightweight cellular concrete panel mounting structure.
JP2009128041A 2009-05-27 2009-05-27 Lightweight cellular concrete panel mounting structure Active JP5217022B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2009128041A JP5217022B2 (en) 2009-05-27 2009-05-27 Lightweight cellular concrete panel mounting structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2009128041A JP5217022B2 (en) 2009-05-27 2009-05-27 Lightweight cellular concrete panel mounting structure

Publications (2)

Publication Number Publication Date
JP2010275745A JP2010275745A (en) 2010-12-09
JP5217022B2 true JP5217022B2 (en) 2013-06-19

Family

ID=43422957

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2009128041A Active JP5217022B2 (en) 2009-05-27 2009-05-27 Lightweight cellular concrete panel mounting structure

Country Status (1)

Country Link
JP (1) JP5217022B2 (en)

Family Cites Families (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH09177195A (en) * 1995-12-26 1997-07-08 Onoda Autoclaved Light Weight Concrete Co Ltd Joint connection structure of alc panel

Also Published As

Publication number Publication date
JP2010275745A (en) 2010-12-09

Similar Documents

Publication Publication Date Title
KR100900062B1 (en) Outer-wall construction apparatus and method for building capale non field welded
JP2011111886A (en) Outer-wall construction apparatus for building capable of constructing without conducting field welding
JP6546781B2 (en) Exterior material mounting structure
KR20200039251A (en) Apparatus to fix build outer pannel
JP2010019055A (en) Clamping mechanism
JP5217022B2 (en) Lightweight cellular concrete panel mounting structure
JP2010106612A (en) Joint structure of flat column and beam
JP2008138493A (en) Aseismatic reinforcing metal fittings for wooden building
JP7224037B2 (en) Ceiling frame suspension structure
JP3963222B2 (en) Assembled structure of bracing frames used for steel frame structures
JP3386785B2 (en) Scaffolding support device and scaffold device in bridge structure
JP5229709B1 (en) Bracing joint for fire-fighting
KR101429688B1 (en) Surporting apparatus for establishing railing's post
JP2006169919A (en) Diagonal brace and preceding diagonal brace handrail using this diagonal brace
JP3138112U (en) Roof unit structure and connecting hardware used therefor
JP4628401B2 (en) Building cross member reinforcement and construction method of building structure
JP2009027771A (en) Frame for distribution panel
JP6309327B2 (en) Reinforcement member for horizontal frame of wooden building and reinforcement method for horizontal frame of wooden building
JP6664724B1 (en) Deck plate fixture
JP4038086B2 (en) Bracing unit mounting structure
JP6968327B1 (en) Leading braces and temporary scaffolding for single-tube scaffolding
JP7409780B2 (en) Hanging equipment for hanging scaffolds and hanging scaffolding
JP5486559B2 (en) Column joining equipment in wooden buildings
JP2016217058A (en) Clamp device and framework structure
JP4370052B2 (en) Fire metal fittings

Legal Events

Date Code Title Description
A621 Written request for application examination

Free format text: JAPANESE INTERMEDIATE CODE: A621

Effective date: 20110420

A977 Report on retrieval

Free format text: JAPANESE INTERMEDIATE CODE: A971007

Effective date: 20120921

A131 Notification of reasons for refusal

Free format text: JAPANESE INTERMEDIATE CODE: A131

Effective date: 20121002

A521 Written amendment

Free format text: JAPANESE INTERMEDIATE CODE: A523

Effective date: 20121126

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: 20130208

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20130212

FPAY Renewal fee payment (event date is renewal date of database)

Free format text: PAYMENT UNTIL: 20160315

Year of fee payment: 3

R150 Certificate of patent or registration of utility model

Ref document number: 5217022

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

Free format text: JAPANESE INTERMEDIATE CODE: R150