JP5014825B2 - Wall panel mounting structure and mounting method - Google Patents

Wall panel mounting structure and mounting method Download PDF

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JP5014825B2
JP5014825B2 JP2007032187A JP2007032187A JP5014825B2 JP 5014825 B2 JP5014825 B2 JP 5014825B2 JP 2007032187 A JP2007032187 A JP 2007032187A JP 2007032187 A JP2007032187 A JP 2007032187A JP 5014825 B2 JP5014825 B2 JP 5014825B2
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wall panel
rod
mounting
pedestal member
wall
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JP2008196200A (en
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郁夫 菊地
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Asahi Kasei Construction Materials Corp
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Abstract

<P>PROBLEM TO BE SOLVED: To mount a wall panel on skeleton side concrete in a building easily, securely, and highly precisely with high resistance to shearing force without exposing the hardware for mounting the wall panel to any side of a front side and a back side of the wall panel. <P>SOLUTION: In this mounting structure of a lower part of the wall panel 1 on the building, a bar-member 4 is inserted into a long hole part 2 provided from a header of the wall panel 1 toward the in-plane direction of the wall panel 1, and an end part on the side where the bar-member 4 is not inserted into the wall panel 1 is welded and fixed on a pedestal member 7 on an upper part side of a rising part 9 abutted on a slab concrete floor 3. <P>COPYRIGHT: (C)2008,JPO&amp;INPIT

Description

本技術は主にRC造、SRC造の建物の梁、柱、スラブ、壁等、躯体側のコンクリート部分への壁パネルの取付構造及び取付方法に関する。本発明はPC板、ALC板、押出成形板等、コンクリート系の壁パネルに好適に適用できる。   The present technology mainly relates to a mounting structure and a mounting method of a wall panel to a concrete part on a frame side such as a beam, a column, a slab, or a wall of a RC or SRC building. The present invention can be suitably applied to concrete wall panels such as PC plates, ALC plates, and extrusion-molded plates.

スラブコンクリート床上部に例えばALC壁パネルを取付ける一般的な例を図2の(a)、(b)で説明する。図2は、従来例に係る壁パネルの下部と躯体との接続部を示す図であり、(a)が断面図で(b)が内観図である。本例では、壁パネルとしてALCの壁パネルを用いた例を説明する。図2に示すようにスラブコンクリート床18の上部にはコンクリートの立ち上がり部19があり、同部には下地アングル21を取付けるための埋込アングル20が設けられている。下地アングル21は埋込アングル20に溶接されることによりコンクリートの立ち上がり部19に固定されている。壁パネル17は、ボルト22、アンカー鋼棒23、イナズマ金物24より構成される取付ファスナーにより、下地アングル21に取付固定される。尚、25はライナー、26はシーリング材である。   A general example in which, for example, an ALC wall panel is attached to the upper part of the slab concrete floor will be described with reference to FIGS. 2A and 2B are diagrams showing a connection portion between a lower portion of a wall panel and a housing according to a conventional example, in which FIG. 2A is a sectional view and FIG. 2B is an interior view. In this example, an example in which an ALC wall panel is used as the wall panel will be described. As shown in FIG. 2, a concrete rising portion 19 is provided at an upper portion of the slab concrete floor 18, and an embedded angle 20 for attaching a base angle 21 is provided in the same portion. The ground angle 21 is fixed to the concrete rising portion 19 by being welded to the embedded angle 20. The wall panel 17 is attached and fixed to the base angle 21 by an attachment fastener composed of a bolt 22, an anchor steel rod 23, and a Inazuma hardware 24. Incidentally, 25 is a liner, and 26 is a sealing material.

上記の技術と同様の技術は、非特許文献1にも掲載されている。また、躯体コンクリートに壁パネルを取り付ける際に高さを調整できる技術がある(例えば、特許文献1を参照)。また、風圧力が作用しない間仕切壁パネルを躯体コンクリートに取付金物を露出させずに取り付ける技術もある(例えば、特許文献2を参照)。   A technique similar to the above technique is also disclosed in Non-Patent Document 1. In addition, there is a technique capable of adjusting the height when a wall panel is attached to the concrete frame (see, for example, Patent Document 1). There is also a technique for attaching a partition wall panel to which wind pressure does not act on the frame concrete without exposing the mounting hardware (see, for example, Patent Document 2).

日本建築学会、「建築工事標準仕様書・同解説 JASS21 ALCパネル工事2005」42頁「解説図3.3 鉄筋コンクリート造におけるロッキング構法の取付け例」The Architectural Institute of Japan, “Building Construction Standard Specification / Explanation JASS21 ALC Panel Construction 2005”, p. 42 “Explanation Figure 3.3 Example of Rocking Construction in Reinforced Concrete Structure” 特開平11−124937JP-A-11-124937 特開2005−48492JP-A-2005-48492

建物のスラブコンクリート床上部に壁パネルを取り付ける場合、一般的には図3や非特許文献1のように壁パネルを取り付けるための下地アングル、取付ファスナー等の金物類がパネルの表側、あるいは裏側のどちらかに露出する。   When a wall panel is attached to the upper part of a slab concrete floor of a building, generally, as shown in FIG. 3 or Non-Patent Document 1, the base angle for attaching the wall panel, and hardware such as attachment fasteners are on the front side or the back side of the panel. Exposed to either.

このため、金物類が仕上げ工事の障害となる場合があり、仕上げ表面からなお金物類が突出して見栄えが悪い場合もある。 For this reason, the hardware may be an obstacle to the finishing work, and the money may protrude from the finished surface and look bad.

また、前記壁パネルから金物類が突出していると、身体の一部を引っかけて怪我をする恐れがあるため、さらなる安全性の向上も求められている。   Further, if hardware protrudes from the wall panel, there is a risk of injury by catching a part of the body, so further improvement in safety is also required.

本発明の第1の目的は、壁パネルの表側、裏側のどちら側にも壁パネル取付用の金物類を露出させないことである。   The first object of the present invention is not to expose the hardware for mounting the wall panel on either the front side or the back side of the wall panel.

次に、特許文献1の技術は高さの調整寸法の単位が板スペーサー(丸座金)の厚さに依存するため、高さの微調整がしづらいという問題があった。 Next, the technique of Patent Document 1 has a problem that it is difficult to finely adjust the height because the unit of the height adjustment dimension depends on the thickness of the plate spacer (round washer).

本発明の第2の目的は、壁パネルの高さ(躯体コンクリートからの離れ寸法)を容易に精度良く調整することである。   The second object of the present invention is to easily and accurately adjust the height of the wall panel (the distance from the concrete frame).

また、特許文献1の技術は取付金物の形状が複雑であり、なおかつ部品点数も多いため経済上不利になりやすいという問題があった。 In addition, the technique of Patent Document 1 has a problem that the shape of the mounting hardware is complicated and the number of parts is large, which is disadvantageous economically.

本発明の第3の目的は、取付金物の形状を単純化し、なおかつ部品点数を少なくすることでローコストで経済的な取付工法を提供することである。   The third object of the present invention is to provide a low-cost and economical mounting method by simplifying the shape of the mounting hardware and reducing the number of parts.

さらに、特許文献2では、コンクリート釘を打ち込んだ際、コンクリート部にクラック、欠け等の欠陥が発生しやすいためコンクリート釘の長手方向に直交する方向の力に対する信頼性が低い、コンクリート釘に繰り返し剪断荷重がかかった場合の金属疲労破壊に対する信頼性が不明、コンクリート釘自体の剪断耐力が小さい、等の理由により、このままでは風圧力が作用する外壁パネルには使用し難いという問題があった。また、この技術は躯体コンクリートからの壁パネルの高さの調整が殆どできないという問題もあった。   Furthermore, in Patent Document 2, when a concrete nail is driven, defects such as cracks and chips are likely to occur in the concrete portion, so the reliability in the direction perpendicular to the longitudinal direction of the concrete nail is low, and shearing is repeated on the concrete nail. For reasons such as unreliability of metal fatigue failure when a load is applied and the shear strength of the concrete nail itself being small, there is a problem that it is difficult to use for an outer wall panel on which wind pressure acts as it is. In addition, this technique has a problem that the height of the wall panel from the frame concrete can hardly be adjusted.

本発明の第4の目的は、外壁のように風圧力等の大きな水平力が作用する部位にも使用可能な高耐剪断力の取付構造を提供することである。   A fourth object of the present invention is to provide a mounting structure with high shear resistance that can be used even at a site where a large horizontal force such as wind pressure acts, such as an outer wall.

つまり、本発明の目的は、壁パネルの表側、裏側のどちら側にも壁パネル取付用の金物類を露出させることなく、壁パネルを容易に確実、かつ精度良く、ローコストで、しかも高耐剪断力で、建物の躯体側のコンクリートに取り付けることができる取付構造及び取付方法を提供することである。   In other words, the object of the present invention is to make the wall panel easy, reliable, accurate, low cost, and highly shear resistant without exposing the hardware for mounting the wall panel on either the front side or the back side of the wall panel. An object is to provide an attachment structure and an attachment method that can be attached to concrete on the building side of a building with force.

前記目的を達成するため、本発明は次の手段を有する。   In order to achieve the above object, the present invention has the following means.

(1)
建物への壁パネル下部の取付構造であって、前記壁パネルの小口から前記壁パネルの面内方向に向かって設けられた長孔部に棒状部材が挿入され、前記棒状部材の前記壁パネルに挿入されていない側の端部、スラブコンクリート床に当接する立ち上がり部の上部側の台座部材に溶接固定され、前記台座部材は前記スラブコンクリート床に固定された床上棒状部材に螺合し、前記壁パネルと前記スラブコンクリート床との間で前記床上棒状部材と螺合する前記台座部材によって、前記壁パネルの前記スラブコンクリート床側への動きが拘束され、前記棒状部材の前記壁パネルに挿入されていない側の端部と、前記台座部材とは、平面視で、前記壁パネルの両壁面の位置から当該壁パネルの厚み方向にはみ出さないように設置される、ことを特徴とする、壁パネルの取付構造。
(1)
A mounting structure for a lower part of a wall panel to a building, wherein a rod-shaped member is inserted into a long hole portion provided in the in-plane direction of the wall panel from a small edge of the wall panel, and the wall panel of the rod-shaped member An end portion on the side not inserted is welded and fixed to a pedestal member on the upper side of the rising portion that comes into contact with the slab concrete floor, and the pedestal member is screwed to a bar member on the floor fixed to the slab concrete floor, The movement of the wall panel toward the slab concrete floor is restricted by the pedestal member that is screwed to the floor bar member between the wall panel and the slab concrete floor, and is inserted into the wall panel of the bar member. Patent and end on a side not, and the pedestal member, in plan view, is placed from the position of the both wall surfaces of the wall panel so as not to protrude in the thickness direction of the wall panels, that That, of the wall panel mounting structure.

(2)
前記棒状部材の前記壁パネルに挿入されていない側の端部は平面形状部を有し、前記台座部材は平面形状部を有することを特徴とする、(1)に記載の壁パネルの取付構造。
(2)
The wall panel mounting structure according to (1), wherein an end of the bar-shaped member that is not inserted into the wall panel has a planar portion, and the pedestal member has a planar portion. .


建物への壁パネルの取付方法であって、前記壁パネルの小口から前記壁パネルの面内方向に向かって設けられた長孔部に棒状部材が挿入される段階と、前記棒状部材の前記壁パネルに挿入されていない側の端部を、立ち上がり部の上部側の台座部材に当接する段階と、前記台座部材によって前記壁パネルが前記立ち上がり部の上端から任意の離れ位置に設置される段階と、前記棒状部材と前記台座部材とを溶接固定する段階と、を有し、前記棒状部材の前記壁パネルに挿入されていない側の端部と、前記台座部材とは、平面視で、前記壁パネルの両壁面の位置から当該壁パネルの厚み方向にはみ出さないように設置される、ことを特徴とする、壁パネルの取付方法。
( 3 )
A method of attaching a wall panel to a building, wherein a rod-shaped member is inserted into a long hole provided from a small edge of the wall panel toward an in-plane direction of the wall panel; and the wall of the rod-shaped member A step of abutting an end portion not inserted into the panel with a pedestal member on an upper side of the rising portion; and a step of installing the wall panel at an arbitrary distance from the upper end of the rising portion by the pedestal member; A step of welding and fixing the rod-shaped member and the pedestal member, and the end of the rod-shaped member that is not inserted into the wall panel, and the pedestal member in the plan view, A method of mounting a wall panel, characterized in that the wall panel is installed so as not to protrude in the thickness direction of the wall panel from the position of both wall surfaces of the panel.


前記棒状部材の前記壁パネルに挿入されていない側の端部には平面形状部が設けられ、前記台座部材には前記平面形状部に固定される他の平面形状部が設けられている、ことを特徴とする、請求項3に記載の壁パネルの取付方法。
( 4 )
A planar shape portion is provided at an end portion of the rod-shaped member that is not inserted into the wall panel, and the planar member is provided with another planar shape portion that is fixed to the planar shape portion. The mounting method of the wall panel of Claim 3 characterized by these.

壁パネルの表側、裏側のどちら側にも壁パネル取付用の金物類を露出させない。このため、外観及び内観においていずれも、壁パネルの意匠性を向上させることができる。また、台座部材が螺合するようにしておけば、台座部材を回転させることで、パネルの高さを容易に精度良く調整することができる。更に、外壁のように風圧力等の大きな水平力が作用する部位にも好適である。また、取付金物は部品点数の少ない比較的単純な形状のもので構成されているため、経済的である。   Do not expose hardware for mounting the wall panel on either the front or back side of the wall panel. For this reason, the design of the wall panel can be improved both in the appearance and in the interior. Further, if the pedestal member is screwed, the height of the panel can be adjusted easily and accurately by rotating the pedestal member. Furthermore, it is also suitable for a portion such as an outer wall where a large horizontal force such as wind pressure acts. In addition, the mounting hardware is economical because it has a relatively simple shape with a small number of parts.

したがって、壁パネルの表側、裏側のどちら側にも壁パネル取付用の金物類を露出させることなく、壁パネルを容易に確実、かつ精度良く、しかも高耐剪断力で建物の躯体側のコンクリートに取り付けることができる。   Therefore, without exposing the hardware for mounting the wall panel on either the front side or the back side of the wall panel, the wall panel can be easily and accurately made with high shear resistance to the concrete on the building side of the building. Can be attached.

図を用いて本発明の実施形態を具体的に説明する。なお、壁パネルの取付部の構造として、以下の説明においては壁パネルの下部構造のみを例示して説明する。図示しないが、壁パネルの側部や上部のうちの1箇所以上に、壁パネルの面外方向の力に対する何らかの拘束手段を設けることとする。また、本実施形態の取付構造を壁パネルの側面に適用した場合には、もう一方の側部、上部、下部のうちの1箇所以上に、壁パネルの面外方向の力に対する何らかの拘束手段を設けることとする。   Embodiments of the present invention will be specifically described with reference to the drawings. In addition, as a structure of the attachment part of a wall panel, in the following description, only the lower structure of a wall panel is illustrated and demonstrated. Although not shown in the figure, some restraining means for the force in the out-of-plane direction of the wall panel is provided at one or more of the side part and the upper part of the wall panel. In addition, when the mounting structure of the present embodiment is applied to the side surface of the wall panel, some restraining means for the force in the out-of-plane direction of the wall panel is provided at one or more of the other side, upper part, and lower part. It will be provided.

本実施形態を、図を用いて説明する。図1は躯体コンクリートへの壁パネルの取付け説明図であり、(a)は壁パネル取付部の立断面図、(b)はその内観図である。なお、壁パネルの取付部の構造として、以下の説明においては壁パネルの下部構造のみを例示して説明する。図示しないが、壁パネルの側部や上部のうちの1箇所以上に、壁パネルの面外方向の力に対する何らかの拘束手段を設けることとする。また、本実施形態の取付構造を壁パネルの側面に適用した場合には、もう一方の側部、上部のうちの1箇所以上に、壁パネルの面外方向の力に対する何らかの拘束手段を設けることとする。   This embodiment will be described with reference to the drawings. 1A and 1B are explanatory views of attaching a wall panel to frame concrete. FIG. 1A is an elevational sectional view of a wall panel attaching portion, and FIG. In addition, as a structure of the attachment part of a wall panel, in the following description, only the lower structure of a wall panel is illustrated and demonstrated. Although not shown in the figure, some restraining means for the force in the out-of-plane direction of the wall panel is provided at one or more of the side part and the upper part of the wall panel. In addition, when the mounting structure of the present embodiment is applied to the side surface of the wall panel, some restraining means for the force in the out-of-plane direction of the wall panel is provided at one or more of the other side and upper part. And

図1に示すように、本実施形態の建物への壁パネル下部の取付構造は、壁パネル1とスラブコンクリート床3とを固定する構造である。   As shown in FIG. 1, the attachment structure of the lower part of the wall panel to the building of this embodiment is a structure which fixes the wall panel 1 and the slab concrete floor 3. As shown in FIG.

壁パネル1には、壁パネル1の下部の小口から面内方向に長孔部2が設けられる。長孔部2には、棒状部材4が、スラブコンクリート床3側に突出させるように挿入される。   The wall panel 1 is provided with a long hole portion 2 in the in-plane direction from the lower edge of the wall panel 1. A rod-like member 4 is inserted into the long hole portion 2 so as to protrude toward the slab concrete floor 3 side.

棒状部材4は、壁パネル1に挿入される棒状部4aと、棒状部4aの壁パネル1に挿入されない側の端部に配設される平面形状部4bとから構成される。平面形状部4bは、壁パネル1に挿入されていない側の端部にある。平面形状部4bと当接する面には、平面形状部7aを有する台座部材7が配設される。   The rod-shaped member 4 is composed of a rod-shaped portion 4a inserted into the wall panel 1 and a planar-shaped portion 4b disposed at the end of the rod-shaped portion 4a on the side not inserted into the wall panel 1. The planar shape portion 4b is at an end portion on the side not inserted into the wall panel 1. A pedestal member 7 having a planar shape portion 7a is disposed on a surface that contacts the planar shape portion 4b.

スラブコンクリート床3には、壁パネル1と対向する部分に後施工アンカー5が埋設され、後施工アンカー5には長ボルト(床上棒状部材)6が壁パネル1側に突出するように螺合固定される。長ボルト6の周囲には、スラブコンクリート床3と一体的に立ち上がり部9が形成される。また、長ボルト6の壁パネル1側の端部には、平面形状部7aと雌螺子7bとを有する台座部材7が螺合固定される。これによって、壁パネル1のスラブコンクリート床3側への動きが拘束される。   On the slab concrete floor 3, a post-installed anchor 5 is embedded in a portion facing the wall panel 1, and a long bolt (floor bar member) 6 is screwed and fixed to the post-constructed anchor 5 so as to protrude toward the wall panel 1 side. Is done. A rising portion 9 is formed integrally with the slab concrete floor 3 around the long bolt 6. Further, a base member 7 having a planar shape portion 7a and a female screw 7b is screwed and fixed to an end portion of the long bolt 6 on the wall panel 1 side. This restrains the movement of the wall panel 1 toward the slab concrete floor 3 side.

ここで、棒状部材4の壁パネル1に挿入されていない側の平面形状部4bは、立ち上がり部9の上部側の台座部材7に溶接固定される。尚、図1において、8は溶接部であり、11はシーリング材である。   Here, the planar shape portion 4 b of the rod-like member 4 on the side not inserted into the wall panel 1 is fixed by welding to the pedestal member 7 on the upper side of the rising portion 9. In FIG. 1, 8 is a welded portion and 11 is a sealing material.

次に、壁パネルの取付方法について説明する。   Next, a method for attaching the wall panel will be described.

まず、壁パネル1の小口から壁パネル1の面内方向に向かって設けられた長孔部2に棒状部材4を挿入する。一方、スラブコンクリート床3には、壁パネル1の間に立ち上がり部9を形成する。   First, the rod-like member 4 is inserted into the long hole portion 2 provided in the in-plane direction of the wall panel 1 from the small edge of the wall panel 1. On the other hand, a rising portion 9 is formed between the wall panels 1 on the slab concrete floor 3.

次に、壁パネル1に取り付けた棒状部材4の平面形状部4bを平面形状部7aに当接させ載置させる。この状態で、台座部材7を回転することで、壁パネル1のパネル高さ位置(立ち上がり部9の上端からの離れ位置)を任意に微調整する。   Next, the planar shape portion 4b of the rod-like member 4 attached to the wall panel 1 is placed in contact with the planar shape portion 7a. By rotating the base member 7 in this state, the panel height position of the wall panel 1 (a position away from the upper end of the rising portion 9) is arbitrarily finely adjusted.

そして、パネル高さ位置を決定した後、平面形状部7aに平面形状部4bを溶接固定することで壁パネル1を長ボルト6および後施工アンカー5を介してスラブコンクリート床3の上部に取り付ける。なお、壁パネル1と平面形状部4bとの間に必要に応じてライナー10を挟み込んでも良い。   And after determining a panel height position, the wall panel 1 is attached to the upper part of the slab concrete floor 3 via the long volt | bolt 6 and the post-construction anchor 5 by welding and fixing the plane shape part 4b to the plane shape part 7a. Note that a liner 10 may be sandwiched between the wall panel 1 and the planar portion 4b as necessary.

次に、壁パネル1とコンクリートの立ち上がり部9との間に、シーリング材11を打設する。   Next, a sealing material 11 is placed between the wall panel 1 and the concrete rising portion 9.

なお、壁パネル1が風圧力、地震力等、大きな荷重に対して耐えうる性能を要求される場合は、取付部の数を増やすことで、大きな荷重に対しても耐えうることが可能となる。   When the wall panel 1 is required to withstand a large load such as wind pressure or seismic force, it is possible to withstand a large load by increasing the number of mounting portions. .

以上のように本発明によれば、壁パネルの表側、裏側のどちら側にも壁パネル取付用の金物類を露出させることなく、壁パネルを容易に確実、かつ精度良く、ローコストで、しかも高耐剪断力で、建物の躯体側のコンクリートに取り付けることができる。   As described above, according to the present invention, the wall panel can be easily and accurately, accurately and inexpensively exposed without exposing the hardware for mounting the wall panel on either the front side or the back side of the wall panel. It can be attached to concrete on the building side of the building with shear resistance.

また、台座部材7とスラブコンクリート床3との間にスラブコンクリート床3に当接固着する立ち上がり部9を形成することで、長ボルト6の支持力を高め、ぐらつきを防止することができる。立ち上がり部9には、モルタル層、コンクリート層のうち、少なくとも一方を使用すると好適である。   Further, by forming the rising portion 9 that abuts and adheres to the slab concrete floor 3 between the pedestal member 7 and the slab concrete floor 3, the support force of the long bolt 6 can be increased and wobble can be prevented. It is preferable to use at least one of a mortar layer and a concrete layer for the rising portion 9.

更に、棒状部材4には棒状部4aが形成され、台座部材7には平面形状部7aが形成される。平面形状部4bの大きさを壁パネル1の厚さの範囲を越えない範囲である程度大きくしておくと、溶接可能な範囲も大きくなり、より容易に溶接することができるようになる。   Further, a rod-shaped member 4 is formed with a rod-shaped portion 4 a, and the base member 7 is formed with a planar shape portion 7 a. If the size of the planar shape portion 4b is increased to some extent within a range not exceeding the thickness range of the wall panel 1, the weldable range is increased, and welding can be performed more easily.

本発明はRC造、SRC造以外のコンクリート躯体、例えばS造の建物のスラブコンクリート部分にも応用することができる。   The present invention can be applied to concrete structures other than RC structures and SRC structures, for example, slab concrete portions of S structures.

躯体コンクリートへの壁パネルの取付け説明図。The installation explanatory drawing of the wall panel to frame concrete. 従来例に係る壁パネルの下部と躯体との接続部を示す図。The figure which shows the connection part of the lower part of a wall panel which concerns on a prior art example, and a housing.

符号の説明Explanation of symbols

1…壁パネル、2…長孔部、3…スラブコンクリート床、4…棒状部材、4a…棒状部、4b…平面形状部、5…後施工アンカー、6…長ボルト、7…台座部材、7a…平面形状部、7b…雌螺子、8…溶接部、9…立ち上がり部、10…ライナー、11…シーリング材、17…壁パネル、18…スラブコンクリート床、19…立ち上がり部、20…埋込アングル、21…下地アングル、22…ボルト、23…アンカー鋼棒、24…イナズマ金物、25…ライナー、26…シーリング材 DESCRIPTION OF SYMBOLS 1 ... Wall panel, 2 ... Long hole part, 3 ... Slab concrete floor, 4 ... Bar-shaped member, 4a ... Bar-shaped part, 4b ... Planar shape part, 5 ... Post-construction anchor, 6 ... Long bolt, 7 ... Base member, 7a ... planar shape part, 7b ... female screw, 8 ... welded part, 9 ... rising part, 10 ... liner, 11 ... sealing material, 17 ... wall panel, 18 ... slab concrete floor, 19 ... rising part, 20 ... embedded angle , 21 ... Base angle, 22 ... Bolt, 23 ... Anchor steel bar, 24 ... Inazuma hardware, 25 ... Liner, 26 ... Sealing material

Claims (4)

建物への壁パネル下部の取付構造であって、
前記壁パネルの小口から前記壁パネルの面内方向に向かって設けられた長孔部に棒状部材が挿入され、
前記棒状部材の前記壁パネルに挿入されていない側の端部、スラブコンクリート床に当接する立ち上がり部の上部側の台座部材に溶接固定され、
前記台座部材は前記スラブコンクリート床に固定された床上棒状部材に螺合し、
前記壁パネルと前記スラブコンクリート床との間で前記床上棒状部材と螺合する前記台座部材によって、前記壁パネルの前記スラブコンクリート床側への動きが拘束され、
前記棒状部材の前記壁パネルに挿入されていない側の端部と、前記台座部材とは、平面視で、前記壁パネルの両壁面の位置から当該壁パネルの厚み方向にはみ出さないように設置される、
ことを特徴とする、壁パネルの取付構造。
A structure for mounting the lower part of the wall panel to the building,
A rod-shaped member is inserted into the long hole provided in the in-plane direction of the wall panel from the small edge of the wall panel,
The end of the rod-shaped member that is not inserted into the wall panel is welded and fixed to the pedestal member on the upper side of the rising portion that comes into contact with the slab concrete floor ,
The pedestal member is screwed to a floor bar member fixed to the slab concrete floor,
Movement of the wall panel toward the slab concrete floor is constrained by the pedestal member that is screwed with the bar-like member on the floor between the wall panel and the slab concrete floor,
The end of the rod-like member that is not inserted into the wall panel and the pedestal member are installed so as not to protrude in the thickness direction of the wall panel from the positions of both wall surfaces of the wall panel in plan view. To be
A wall panel mounting structure characterized by the above.
前記棒状部材の前記壁パネルに挿入されていない側の端部は平面形状部を有し、前記台座部材は他の平面形状部を有することを特徴とする、請求項1に記載の壁パネルの取付構造。 2. The wall panel according to claim 1, wherein an end of the bar-shaped member that is not inserted into the wall panel has a planar shape portion, and the pedestal member has another planar shape portion. Mounting structure. 建物への壁パネルの取付方法であって、
前記壁パネルの小口から前記壁パネルの面内方向に向かって設けられた長孔部に棒状部材が挿入される段階と、
前記棒状部材の前記壁パネルに挿入されていない側の端部を、立ち上がり部の上部側の台座部材に当接する段階と、
前記台座部材によって前記壁パネルが前記立ち上がり部の上端から任意の離れ位置に設置される段階と、
前記棒状部材と前記台座部材とを溶接固定する段階と、
を有し、
前記棒状部材の前記壁パネルに挿入されていない側の端部と、前記台座部材とは、平面視で、前記壁パネルの両壁面の位置から当該壁パネルの厚み方向にはみ出さないように設置される、
ことを特徴とする、壁パネルの取付方法。
A method of attaching a wall panel to a building,
A step of inserting a rod-like member into a long hole provided in the in-plane direction of the wall panel from the edge of the wall panel;
Abutting the end of the rod-shaped member not inserted into the wall panel with the pedestal member on the upper side of the rising portion;
The wall panel is installed at an arbitrary distance from the upper end of the rising portion by the pedestal member;
Fixing the rod-shaped member and the pedestal member by welding;
I have a,
The end of the rod-like member that is not inserted into the wall panel and the pedestal member are installed so as not to protrude in the thickness direction of the wall panel from the positions of both wall surfaces of the wall panel in plan view. To be
A method for mounting a wall panel.
前記棒状部材の前記壁パネルに挿入されていない側の端部には平面形状部が設けられ、A planar portion is provided at the end of the bar-like member that is not inserted into the wall panel,
前記台座部材には前記平面形状部に固定される他の平面形状部が設けられている、  The pedestal member is provided with another planar shape portion fixed to the planar shape portion.
ことを特徴とする、請求項3に記載の壁パネルの取付方法。The mounting method of the wall panel of Claim 3 characterized by the above-mentioned.
JP2007032187A 2007-02-13 2007-02-13 Wall panel mounting structure and mounting method Active JP5014825B2 (en)

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Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105735522A (en) * 2016-03-25 2016-07-06 中国航天建设集团有限公司沈阳分公司 Reverse operation assembly type shear wall and construction method

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* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6113710U (en) * 1984-06-29 1986-01-27 旭化成株式会社 PC wall panel mounting device
JPH10102637A (en) * 1996-10-02 1998-04-21 Sumitomo Metal Mining Co Ltd Metal fitting for attaching panel
JPH11117433A (en) * 1997-10-13 1999-04-27 Asahi Chem Ind Co Ltd Installation structure of wall panel lower part and installation bracket
JPH11124937A (en) * 1997-10-22 1999-05-11 Asahi Chem Ind Co Ltd Lower structure of wall panel, rising hardware, and fitting

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN105735522A (en) * 2016-03-25 2016-07-06 中国航天建设集团有限公司沈阳分公司 Reverse operation assembly type shear wall and construction method

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