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JP6916694B2 - Support structure and support method for wall materials - Google Patents
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JP6916694B2 - Support structure and support method for wall materials - Google Patents

Support structure and support method for wall materials Download PDF

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JP6916694B2
JP6916694B2 JP2017163919A JP2017163919A JP6916694B2 JP 6916694 B2 JP6916694 B2 JP 6916694B2 JP 2017163919 A JP2017163919 A JP 2017163919A JP 2017163919 A JP2017163919 A JP 2017163919A JP 6916694 B2 JP6916694 B2 JP 6916694B2
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support
support plate
wall material
slab
nut
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JP2019039268A (en
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祥治 浜口
祥治 浜口
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Maeda Corp
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Description

本発明は、壁材の支持構造及び支持方法に関するものであり、特に、耐力上必要のない壁材(ALC壁材等)を下側から支持するための支持構造及び支持方法に関するものである。 The present invention relates to a support structure and a support method for a wall material, and more particularly to a support structure and a support method for supporting a wall material (ALC wall material, etc.) that is not necessary for proof stress from below.

共用廊下やバルコニーに面する外壁の足元部は漏水しやすい部分である。現在、このような部位の漏水対策方法として、コンクリートの立ち上がり部分を床と同時に構築することが主流となっている。しかし、コンクリートの立ち上がり部分を床と同時に構築する方法は、施工が難しく、熟練した技術が必要であり、施工の段取りや工期に影響を与えるおそれがある。 The foot of the outer wall facing the common corridor and balcony is a part where water leaks easily. Currently, as a method of preventing water leakage in such a part, it is the mainstream to construct a rising part of concrete at the same time as the floor. However, the method of constructing the rising part of concrete at the same time as the floor is difficult to construct and requires skillful technique, which may affect the construction setup and construction period.

コンクリートの立ち上がり部分と床とを別個に構築するには、床を構築した後に、その上面にコンクリートの立ち上がり部分を構築しなければならない。この際、床の上面にコンクリートの立ち上がり部分を固定するための構造が必要となる。 In order to construct the rising part of concrete and the floor separately, after constructing the floor, the rising part of concrete must be constructed on the upper surface. At this time, a structure for fixing the rising portion of concrete to the upper surface of the floor is required.

PCブロックの敷設構造やコンクリートスラブ用アンカーに関する技術は種々開示されているが(例えば、特許文献1、特許文献2参照)、コンクリートの立ち上がり部分と床とを別個に構築する際に、これらの技術をそのまま適用することはできない。 Various techniques related to the laying structure of PC blocks and anchors for concrete slabs have been disclosed (see, for example, Patent Documents 1 and 2), but these techniques are used when the rising portion of concrete and the floor are constructed separately. Cannot be applied as it is.

特許文献1に記載された技術は、PCブロックの敷設構造に関するものである。このPCブロックの敷設構造は、矩形状のPCブロックの下面に複数のボルトを突出させる。そして、ボルトに固定金具の孔部を挿通させ、固定金具を介してナットをネジ付ける。また、PCブロックの側面には、隣り合うPCブロックの側面へ当接して目地幅を所定寸法にて確保する目地幅保持凸部を形成する。さらに、根太材の上部側のフランジ上にPCブロックを載置した際に、フランジの端部に当接する突出部を有する位置決め部材を固定金具に設ける。このような構造とすることにより、固定金具を回動させて、位置決め部材の突出部の突出方向を変えてフランジに対するPCブロックの位置を調整する。そして、ナットをねじ込んでPCブロックの下面と固定金具とによってフランジを挟持してPCブロックを根太材に固定することができるとしている。 The technique described in Patent Document 1 relates to a laying structure of a PC block. In this PC block laying structure, a plurality of bolts are projected from the lower surface of the rectangular PC block. Then, the hole of the fixing bracket is inserted into the bolt, and the nut is screwed through the fixing bracket. Further, on the side surface of the PC block, a joint width holding convex portion that abuts on the side surface of the adjacent PC block and secures the joint width at a predetermined dimension is formed. Further, when the PC block is placed on the flange on the upper side of the joist material, a positioning member having a protruding portion that comes into contact with the end portion of the flange is provided on the fixing bracket. With such a structure, the fixing bracket is rotated to change the protruding direction of the protruding portion of the positioning member, and the position of the PC block with respect to the flange is adjusted. Then, the nut can be screwed in and the flange can be sandwiched between the lower surface of the PC block and the fixing bracket to fix the PC block to the joist material.

特許文献2に記載された技術は、コンクリートスラブ用アンカーに関するものである。このコンクリートスラブ用アンカーは、型枠を敷き詰め、型枠に鉄筋を配筋し、型枠に埋込体を配置して鉄筋又は受け台に固定し、型枠にアンカー用貫通孔を形成する。そして、位置調整ナットを予め緩め、アンカー部材をアンカー用貫通孔に挿通して抜け止め部をアンカー用貫通孔の周縁に引っ掛け、位置調整ナットを上方から締め付けることにより、アンカー部材と鉤部との距離を調整し、確実に埋込体を固定することができるとしている。 The technique described in Patent Document 2 relates to an anchor for a concrete slab. In this concrete slab anchor, a formwork is spread, reinforcing bars are arranged in the formwork, an embedded body is arranged in the formwork and fixed to the reinforcing bars or a cradle, and a through hole for an anchor is formed in the formwork. Then, the position adjusting nut is loosened in advance, the anchor member is inserted into the through hole for the anchor, the retaining portion is hooked on the peripheral edge of the through hole for the anchor, and the position adjusting nut is tightened from above to connect the anchor member and the hook portion. It is said that the embedded body can be fixed securely by adjusting the distance.

特開平11−148219号公報Japanese Unexamined Patent Publication No. 11-14821 特開2017−48505号公報Japanese Unexamined Patent Publication No. 2017-48505

上述したように、コンクリートの立ち上がり部分と床とを別個に構築した場合に、容易かつ確実に漏水対策を行うことができる技術は考案されていない。本発明は、このような事情に鑑み提案されたもので、耐力上必要のない壁材を下側から支持するコンクリートの立ち上がり部分と床とを別個に構築する際に、施工を容易なものとするとともに、確実に漏水対策を行うことが可能な壁材の支持構造及び支持方法を提供することを目的とする。 As described above, no technique has been devised that can easily and surely take measures against water leakage when the rising portion of concrete and the floor are constructed separately. The present invention has been proposed in view of such circumstances, and is considered to be easy to construct when separately constructing a rising portion of concrete and a floor that support a wall material that is not necessary for proof stress from below. At the same time, it is an object of the present invention to provide a support structure and a support method for a wall material capable of surely taking measures against water leakage.

本発明に係る壁材の支持構造及び支持方法は、上述した目的を達成するため、以下の特徴点を有している。すなわち、本発明に係る壁材の支持構造及び支持方法は、耐力上必要のない壁材を下側から支持する構造及び方法に関するものである。 The support structure and support method for the wall material according to the present invention have the following features in order to achieve the above-mentioned object. That is, the support structure and support method for the wall material according to the present invention relates to a structure and method for supporting the wall material that is not necessary for proof stress from below.

本発明に係る壁材の支持構造は、スラブコンクリートの上部に設けた支持プレートと、支持プレートから上方へ向かって突出するように設けた支持部材と、支持部材の上部に設けた載置部材と、載置部材の上部に載置して、壁材を下側から支持する台部材と、スラブコンクリートのスラブ筋に支持プレートを固定する固定部材とを備えたことを特徴とするものである。 The support structure of the wall material according to the present invention includes a support plate provided on the upper part of the slab concrete, a support member provided so as to project upward from the support plate, and a mounting member provided on the upper part of the support member. It is characterized in that it is provided with a base member which is placed on the upper part of the mounting member and supports the wall material from below, and a fixing member which fixes the support plate to the slab bar of the slab concrete.

前記壁材の支持構造において、固定部材は、支持プレートに挿通するボルトと、ボルトに取り付けるナットと、ナットから延長して設けた軸材の先端部を屈曲させて形成したフックとを備えており、スラブ筋に固定部材のフックを引っ掛けて、ボルトをナットにネジ付けることにより、スラブ筋に対して支持プレートを固定した状態とすることが可能である。 In the support structure of the wall material, the fixing member includes a bolt to be inserted into the support plate, a nut to be attached to the bolt, and a hook formed by bending the tip of the shaft member provided extending from the nut. By hooking the hook of the fixing member on the slab muscle and screwing the bolt to the nut, the support plate can be fixed to the slab muscle.

また、前記壁材の支持構造において、載置部材の高さを調整する高さ調整部材を備えた構成とすることが可能である。 Further, the support structure of the wall material may be configured to include a height adjusting member for adjusting the height of the mounting member.

また、前記壁材の支持構造において、台部材の下面に、載置部材が嵌まり込むとともに、内面が湾曲した嵌合凹部を設け、載置部材の上端部は、嵌合凹部に嵌まり込むように、外面が湾曲した嵌合凸部を有した構成とすることが可能である。 Further, in the support structure of the wall material, the mounting member is fitted into the lower surface of the base member, and a fitting recess having a curved inner surface is provided, and the upper end portion of the mounting member is fitted into the fitting recess. As described above, it is possible to have a structure having a fitting convex portion having a curved outer surface.

本発明に係る壁材の支持方法は、スラブコンクリートの上部において、固定部材を用いてスラブ筋に支持プレートを固定し、支持プレートに、当該支持プレートから上方へ向かって突出する支持部材を取り付け、支持部材の上部に設けた載置部材の上部に、壁材を下側から支持する台部材を載置し、スラブコンクリートと台部材とを一体として、台部材により壁材を下側から支持することを特徴とするものである。スラブコンクリートと台部材とを一体とするには、スラブコンクリートの上部に、台部材の下部が埋設する位置までコンクリートを打設すればよい。 In the method for supporting a wall material according to the present invention, a support plate is fixed to a slab bar by using a fixing member on an upper portion of slab concrete, and a support member protruding upward from the support plate is attached to the support plate. A base member that supports the wall material from below is placed on the upper part of the mounting member provided on the upper part of the support member, and the slab concrete and the base member are integrated and the wall material is supported from below by the base member. It is characterized by that. In order to integrate the slab concrete and the base member, concrete may be cast on the upper part of the slab concrete until the lower part of the base member is buried.

前記壁材の支持方法において、支持プレートに挿通するボルトと、ボルトに取り付けるナットと、ナットから延長して設けた軸材の先端部を屈曲させて形成したフックとを備えた固定部材を用いて、スラブコンクリートのスラブ筋に支持プレートを固定する。この際、スラブ筋に固定部材のフックを引っ掛けて、ボルトをナットにネジ付けることにより、スラブ筋に対して支持プレートを固定することが可能である。 In the method for supporting the wall material, a fixing member including a bolt to be inserted into the support plate, a nut to be attached to the bolt, and a hook formed by bending the tip of the shaft member provided extending from the nut is used. , Fix the support plate to the slab bolts of the slab concrete. At this time, the support plate can be fixed to the slab muscle by hooking the hook of the fixing member on the slab muscle and screwing the bolt to the nut.

本発明に係る壁材の支持構造及び支持方法によれば、耐力上必要のない壁材を下側から支持する際に、コンクリートの立ち上がり部分と床とを別個に構築することにより、施工を容易なものとするとともに、確実に漏水対策を行うことが可能となる。 According to the wall material support structure and support method according to the present invention, when supporting a wall material that is not necessary for proof stress from below, the construction is facilitated by separately constructing the rising portion of concrete and the floor. It will be possible to take measures against water leakage without fail.

また、スラブコンクリートのスラブ筋に支持プレートを固定する際に、スラブ筋に固定部材のフックを引っ掛けて、ボルトをナットにネジ付けることにより、スラブ筋に対して支持プレートを固定することができるので、壁材の支持構造をより一層容易に構築することができる。 Further, when fixing the support plate to the slab bar of slab concrete, the support plate can be fixed to the slab bar by hooking the hook of the fixing member on the slab bar and screwing the bolt to the nut. , The support structure of the wall material can be constructed more easily.

本発明の実施形態に係る壁材の支持構造の一例を示す側面図。The side view which shows an example of the support structure of the wall material which concerns on embodiment of this invention. 図1に示す支持プレートの上面図。Top view of the support plate shown in FIG. 固定部材を構成するボルト、ナット、フックの形状を示す説明図。Explanatory drawing which shows the shape of a bolt, a nut, and a hook which make up a fixing member. 本発明の実施形態に係る壁材の支持構造の他の例を示す側面図。The side view which shows another example of the support structure of the wall material which concerns on embodiment of this invention. 本発明の実施形態に係る壁材の支持構造のさらに他の例を示す側面図。The side view which shows still another example of the support structure of the wall material which concerns on embodiment of this invention.

以下、図面を参照して、本発明の実施形態に係る壁材の支持構造及び支持方法を説明する。図1〜図5は本発明の実施形態に係る壁材の支持構造及び支持方法を説明するもので、図1は壁材の支持構造の一例を示す側面図、図2は支持プレートの上面図、図3は固定部材を構成するボルト、ナット、フックの形状を示す説明図、図4及び図5は壁材の支持構造の他の例を示す側面図である。 Hereinafter, the support structure and support method for the wall material according to the embodiment of the present invention will be described with reference to the drawings. 1 to 5 show a support structure and a support method for the wall material according to the embodiment of the present invention. FIG. 1 is a side view showing an example of the support structure of the wall material, and FIG. 2 is a top view of the support plate. , FIG. 3 is an explanatory view showing the shapes of bolts, nuts, and hooks constituting the fixing member, and FIGS. 4 and 5 are side views showing another example of the support structure of the wall material.

図1、図4、図5において、図面の一部は断面図となっている。また、図3において、(a)はナット及びフックを上方から見た状態、(b)及び(c)はナット及びフックを側方から角度を変えて見た状態、(d)はボルトを側方から見た状態を示している。 In FIGS. 1, 4, and 5, a part of the drawings is a cross-sectional view. Further, in FIG. 3, (a) is a state in which the nut and hook are viewed from above, (b) and (c) are states in which the nut and hook are viewed from the side at different angles, and (d) is a state in which the bolt is viewed from the side. It shows the state seen from the side.

本発明の実施形態に係る壁材の支持構造及び支持方法は、耐力上必要のない壁材10(例えば、玄関に用いる壁材)を下側から支持する際に、コンクリートの立ち上がり部分と床とを別個に構築する際に適用する技術である。この壁材10の支持構造及び支持方法では、基本的な構成要素として、支持プレート20と、支持部材30と、載置部材40と、台部材50と、固定部材60とを備えている。以下、各部材の構造とその役割について説明する。 In the wall material support structure and support method according to the embodiment of the present invention, when the wall material 10 (for example, the wall material used for the entrance), which is not necessary for proof stress, is supported from below, the rising portion of concrete and the floor It is a technology to be applied when constructing separately. In the support structure and support method of the wall material 10, the support plate 20, the support member 30, the mounting member 40, the base member 50, and the fixing member 60 are provided as basic components. Hereinafter, the structure of each member and its role will be described.

<支持プレート>
支持プレート20は、図1及び図2に示すように、スラブコンクリート100の上部に設けてあり、壁材10を下側から支持する台部材50を支持するための部材である。図1に示す例は、トラス筋111が埋め込まれた型枠兼用の鉄筋コンクリート板110の上部に支持プレート20を取り付けてあり、図4に示す例では、長さ方向に複数の中空孔を有し、当該中空孔にPC鋼線を挿通してプレストレスを与えたコンクリートパネル120の上部に支持プレート20を取り付けてある。この支持プレート20は、例えば長方形の鋼板製であり、支持部材30を取り付けるための支持部材取付孔21と、固定部材60のボルト61を挿通するための固定部材ボルト挿通孔22とを設けてある。なお、図2に示す例では、支持部材取付孔21と固定部材ボルト挿通孔22が一連の長孔となっているが、支持部材取付孔21と固定部材ボルト挿通孔22とは別個に設けてもよい。
<Support plate>
As shown in FIGS. 1 and 2, the support plate 20 is provided on the upper part of the slab concrete 100, and is a member for supporting the base member 50 that supports the wall material 10 from below. In the example shown in FIG. 1, the support plate 20 is attached to the upper part of the reinforced concrete plate 110 that also serves as a formwork in which the truss reinforcement 111 is embedded, and in the example shown in FIG. 4, it has a plurality of hollow holes in the length direction. The support plate 20 is attached to the upper part of the concrete panel 120 which has been prestressed by inserting a PC steel wire into the hollow hole. The support plate 20 is made of, for example, a rectangular steel plate, and is provided with a support member mounting hole 21 for mounting the support member 30 and a fixing member bolt insertion hole 22 for inserting the bolt 61 of the fixing member 60. .. In the example shown in FIG. 2, the support member mounting hole 21 and the fixing member bolt insertion hole 22 are a series of elongated holes, but the support member mounting hole 21 and the fixing member bolt insertion hole 22 are provided separately. May be good.

<支持部材>
支持部材30は、図1に示すように、支持プレート20から上方へ向かって突出するように設けた部材であって、この支持部材30の上部に載置部材40を設けることにより、一体となった支持プレート20と支持部材30と載置部材40とにより台部材50を下側から支持するようになっている。この支持部材30は、例えば、2本の丸棒ネジからなり、下端側を支持プレート20に設けた支持部材取付孔21に挿通し、支持プレート20を挟むようにして丸棒ネジに取り付けたナット23により、支持プレート20に取り付けられている。丸棒ネジに対するボルトの取付位置(取付高さ)を調整することにより、支持部材30の高さ(支持プレート20からの突出量)を調整することができる。
<Support member>
As shown in FIG. 1, the support member 30 is a member provided so as to project upward from the support plate 20, and is integrated by providing a mounting member 40 on the upper portion of the support member 30. The support plate 20, the support member 30, and the mounting member 40 support the base member 50 from below. The support member 30 is composed of, for example, two round bar screws, the lower end side is inserted into the support member mounting hole 21 provided in the support plate 20, and the nut 23 is attached to the round bar screw so as to sandwich the support plate 20. , Attached to the support plate 20. The height of the support member 30 (the amount of protrusion from the support plate 20) can be adjusted by adjusting the mounting position (mounting height) of the bolt with respect to the round bar screw.

<載置部材>
載置部材40は、図1に示すように、支持部材30の上部に設けた部材であり、上述したように、一体となった支持プレート20と支持部材30と載置部材40とにより台部材50を下側から支持するようになっている。この載置部材40は、例えば、丸棒ネジの上端部に取り付けた高さ調整部材70を介して丸棒ネジに固定するボルト状の部材からなり、高さ調整部材70にネジ付けるネジ部41と、ネジ部41の上端部に設けた頭部42を備えている。また、載置部材40の頭部42は外面が湾曲した嵌合凸部43となっており、台部材50の下面に設けた嵌合凹部51に嵌まり込むようになっている。高さ調整部材70にネジ付ける丸棒ネジ又は載置部材40の少なくとも一方の位置を調整することにより、載置部材40の高さ(支持プレート20からの突出量)を調整することができる。本実施形態の高さ調整部材70は、高ナット(長ナット)により構成されている。
<Mounting member>
As shown in FIG. 1, the mounting member 40 is a member provided on the upper portion of the support member 30, and as described above, the mounting member 40 is formed by the integrated support plate 20, the support member 30, and the mounting member 40. The 50 is supported from below. The mounting member 40 is composed of, for example, a bolt-shaped member fixed to the round bar screw via a height adjusting member 70 attached to the upper end of the round bar screw, and is screwed to the height adjusting member 70. And a head 42 provided at the upper end of the screw portion 41. Further, the head 42 of the mounting member 40 is a fitting convex portion 43 having a curved outer surface, and is fitted into a fitting concave portion 51 provided on the lower surface of the base member 50. The height of the mounting member 40 (the amount of protrusion from the support plate 20) can be adjusted by adjusting the position of at least one of the round bar screw screwed to the height adjusting member 70 or the mounting member 40. The height adjusting member 70 of the present embodiment is composed of a high nut (long nut).

<台部材>
台部材50は、図1に示すように、載置部材40の上部に載置して、壁材10を下側から支持するための部材であり、支持プレート20と支持部材30と載置部材40と一体となって、壁材10を下側から支持するようになっている。この台部材50は、例えば、作業者が手持ちで移動可能なPCブロックからなる。また、台部材50の下面には、載置部材40の頭部42が嵌まり込むとともに、内面が湾曲した嵌合凹部51を設けてある。
<Base member>
As shown in FIG. 1, the base member 50 is a member that is mounted on the upper part of the mounting member 40 to support the wall material 10 from below, and is a support plate 20, a support member 30, and a mounting member. Together with 40, the wall material 10 is supported from below. The base member 50 is made of, for example, a PC block that can be moved by hand by an operator. Further, on the lower surface of the base member 50, the head 42 of the mounting member 40 is fitted, and a fitting recess 51 having a curved inner surface is provided.

<固定部材>
固定部材60は、図1に示すように、スラブコンクリート100のスラブ筋80に支持プレート20を固定するための部材である。この固定部材60は、例えば、図3に示すように、支持プレート20に挿通するボルト61と、ボルト61に取り付けるナット62と、ナット62から延長して設けた軸材の先端部を屈曲させて形成した2本のフック63とからなる。そして、支持プレート20に設けた固定部材ボルト挿通孔22にボルト61を挿通するとともに、スラブ筋80にフック63を引っ掛けて、ボルト61をナット62にネジ付けることにより、スラブ筋80に対して支持プレート20を固定した状態とすることができる。
<Fixing member>
As shown in FIG. 1, the fixing member 60 is a member for fixing the support plate 20 to the slab bar 80 of the slab concrete 100. In this fixing member 60, for example, as shown in FIG. 3, a bolt 61 to be inserted into the support plate 20, a nut 62 to be attached to the bolt 61, and a tip portion of a shaft member extended from the nut 62 are bent. It is composed of two hooks 63 formed. Then, the bolt 61 is inserted into the fixing member bolt insertion hole 22 provided in the support plate 20, the hook 63 is hooked on the slab bar 80, and the bolt 61 is screwed to the nut 62 to support the slab bar 80. The plate 20 can be fixed.

<壁材の支持方法>
耐力上必要のない壁材10を下側から支持するには、図1に示すように、予め、スラブコンクリート100の上部に台部材50を配置しておく。すなわち、スラブコンクリート100の上部に、固定部材60を用いて支持プレート20を固定し、支持プレート20に、当該支持プレート20から上方へ向かって突出する支持部材30を取り付け、支持部材30の上部に設けた載置部材40の上部に、壁材10を下側から支持する台部材50を載置する。そして、スラブコンクリート100と台部材50との間にコンクリートを打設して、スラブコンクリート100と台部材50とを一体とする。これにより、台部材50の上部に壁材10の下端部を載置して、壁材10を下側から支持することができる。
<How to support wall materials>
In order to support the wall material 10 which is not necessary for proof stress from below, the base member 50 is arranged in advance on the upper part of the slab concrete 100 as shown in FIG. That is, the support plate 20 is fixed to the upper part of the slab concrete 100 by using the fixing member 60, and the support member 30 projecting upward from the support plate 20 is attached to the support plate 20 and is attached to the upper part of the support member 30. A base member 50 that supports the wall material 10 from below is placed on the upper portion of the provided mounting member 40. Then, concrete is placed between the slab concrete 100 and the base member 50 to integrate the slab concrete 100 and the base member 50. As a result, the lower end portion of the wall material 10 can be placed on the upper portion of the base member 50, and the wall material 10 can be supported from below.

上述した工程において、支持プレート20に対する支持部材30の取付高さを調整することにより、支持部材30の高さ(支持プレート20からの突出量)を調整することができる。また、支持部材30と載置部材40との間に高さ調整部材70を設けることにより、載置部材40の高さ(支持プレート20からの突出量)を調整することができる。さらに、載置部材40の頭部42は外面が湾曲した嵌合凸部43となっており、台部材50の下面に設けた嵌合凹部51に嵌まり込むようになっているため、台部材50の傾きを調整することができる。 In the above-mentioned steps, the height of the support member 30 (the amount of protrusion from the support plate 20) can be adjusted by adjusting the mounting height of the support member 30 with respect to the support plate 20. Further, by providing the height adjusting member 70 between the support member 30 and the mounting member 40, the height of the mounting member 40 (the amount of protrusion from the support plate 20) can be adjusted. Further, the head 42 of the mounting member 40 is a fitting convex portion 43 having a curved outer surface, and is fitted into the fitting recess 51 provided on the lower surface of the base member 50. The inclination of 50 can be adjusted.

<他の実施形態>
本発明に係る壁材10の支持構造は、上述した形態が基本であるが、壁材10を取り付ける位置に応じて、支持プレート20、支持部材30、載置部材40、台部材50、固定部材60の寸法や形状を適宜変更することができる。
<Other Embodiments>
The support structure of the wall material 10 according to the present invention is basically the above-mentioned form, but the support plate 20, the support member 30, the mounting member 40, the base member 50, and the fixing member are used depending on the position where the wall material 10 is attached. The dimensions and shape of the 60 can be changed as appropriate.

例えば、図4に示すように、支持プレート20をスラブ筋80に固定するための固定部材60を、両端部に雄ネジ部を有するU字状のネジ部材64と、雄ネジ部にネジ付けるナット65とにより構成してもよい。このような構成の場合には、支持プレート20にネジ部材64の両雄ネジ部を挿通するための挿通孔(図示せず)を設け、スラブ筋80の下側からネジ部材64のU字状部を臨ませ、雄ネジ部を挿通孔に挿通するとともにナット65を取り付け、ナット65を締め付けることにより、支持プレート20をスラブ筋80に固定することができる。 For example, as shown in FIG. 4, a fixing member 60 for fixing the support plate 20 to the slab bar 80 is screwed to a U-shaped screw member 64 having male screw portions at both ends and a nut to be screwed to the male screw portion. It may be configured by 65. In such a configuration, the support plate 20 is provided with an insertion hole (not shown) for inserting both male screw portions of the screw member 64, and the U-shaped portion of the screw member 64 is provided from the lower side of the slab bar 80. The support plate 20 can be fixed to the slab bar 80 by inserting the male screw portion into the insertion hole, attaching the nut 65, and tightening the nut 65.

また、図5に示すように、載置部材40を平座金44及び固定ボルト45で形成して、固定ボルト45を用いて平座金44の上部に載置プレート90を取り付け、載置プレート90上に台部材50(PCブロック)を載置する構成としてもよい。また、図5に示す例では、支持プレート20をスラブ筋80に固定するための固定部材60を、一端部に雄ネジ部を有するJ字状のネジ部材66と、雄ネジ部にネジ付けるナット67とにより構成してもよい。このような構成の場合には、支持プレート20にネジ部材66の雄ネジ部を挿通するための挿通孔(図示せず)を設け、スラブ筋80の下側からネジ部材66のJ字状部を臨ませ、雄ネジ部を挿通孔に挿通するとともにナット67を取り付け、ナット67を締め付けることにより、支持プレート20をスラブ筋80に固定することができる。 Further, as shown in FIG. 5, the mounting member 40 is formed of the flat washer 44 and the fixing bolt 45, and the mounting plate 90 is attached to the upper part of the flat washer 44 by using the fixing bolt 45, and the mounting plate 90 is mounted on the mounting plate 90. The base member 50 (PC block) may be placed on the base member 50 (PC block). Further, in the example shown in FIG. 5, a fixing member 60 for fixing the support plate 20 to the slab bar 80 is screwed to a J-shaped screw member 66 having a male screw portion at one end and a nut screwed to the male screw portion. It may be configured by 67. In such a configuration, the support plate 20 is provided with an insertion hole (not shown) for inserting the male screw portion of the screw member 66, and the J-shaped portion of the screw member 66 is provided from the lower side of the slab bar 80. The support plate 20 can be fixed to the slab bar 80 by inserting the male screw portion into the insertion hole, attaching the nut 67, and tightening the nut 67.

10 壁材
20 支持プレート
21 支持部材取付孔
22 固定部材ボルト挿通孔
23 ナット
30 支持部材
40 載置部材
41 ネジ部
42 頭部
43 嵌合凸部
44 平座金
45 固定ボルト
50 台部材
51 嵌合凹部
60 固定部材
61 ボルト
62 ナット
63 フック
64 ネジ部材
65 ナット
66 ネジ部材
67 ナット
70 高さ調整部材
80 スラブ筋
90 載置プレート
100 スラブコンクリート
110 鉄筋コンクリート板
111 トラス筋
120 コンクリートパネル
10 Wall material 20 Support plate 21 Support member mounting hole 22 Fixing member Bolt insertion hole 23 Nut 30 Supporting member 40 Mounting member 41 Screw part 42 Head 43 Fitting convex part 44 Flat seat metal 45 Fixing bolt 50 Base member 51 Fitting recess 60 Fixing member 61 Bolt 62 Nut 63 Hook 64 Screw member 65 Nut 66 Screw member 67 Nut 70 Height adjustment member 80 Slab bar 90 Mounting plate 100 Slab concrete 110 Reinforced concrete plate 111 Truss bar 120 Concrete panel

Claims (6)

耐力上必要のない壁材を下側から支持する構造であって、
スラブコンクリートの上部に設けた支持プレートと、
前記支持プレートから上方へ向かって突出するように設けた支持部材と、
前記支持部材の上部に設けた載置部材と、
前記載置部材の上部に載置して、壁材を下側から支持する台部材と、
前記スラブコンクリートのスラブ筋に前記支持プレートを固定する固定部材と、
を備えたことを特徴とする壁材の支持構造。
It has a structure that supports wall materials that are not necessary for bearing capacity from below.
The support plate provided on the top of the slab concrete and
A support member provided so as to project upward from the support plate, and
A mounting member provided on the upper part of the support member and
A base member that is placed on the upper part of the above-mentioned placing member to support the wall material from below,
A fixing member for fixing the support plate to the slab bar of the slab concrete, and
Support structure of wall material characterized by being equipped with.
前記固定部材は、
前記支持プレートに挿通するボルトと、
前記ボルトに取り付けるナットと、
前記ナットから延長して設けた軸材の先端部を屈曲させて形成したフックと、
を備え、
前記スラブ筋に前記固定部材のフックを引っ掛けて、前記ボルトをナットにネジ付けることにより、前記スラブ筋に対して前記支持プレートを固定した状態とする、
ことを特徴とする請求項1に記載の壁材の支持構造。
The fixing member is
Bolts to be inserted into the support plate and
The nut to be attached to the bolt and
A hook formed by bending the tip of a shaft member extended from the nut, and
With
By hooking the hook of the fixing member on the slab muscle and screwing the bolt to the nut, the support plate is fixed to the slab muscle.
The wall material support structure according to claim 1, wherein the wall material is supported.
前記載置部材の高さを調整する高さ調整部材を備えた、
ことを特徴とする請求項1又は2に記載の壁材の支持構造。
A height adjusting member for adjusting the height of the above-mentioned placing member is provided.
The wall material support structure according to claim 1 or 2.
前記台部材の下面に、前記載置部材が嵌まり込むとともに、内面が湾曲した嵌合凹部を設け、
前記載置部材の上端部は、前記嵌合凹部に嵌まり込むように、外面が湾曲した嵌合凸部を有している、
ことを特徴とする請求項1〜3のいずれか1項に記載の壁材の支持構造。
The above-mentioned placing member is fitted into the lower surface of the base member, and a fitting recess having a curved inner surface is provided.
The upper end portion of the above-mentioned placing member has a fitting convex portion whose outer surface is curved so as to fit into the fitting concave portion.
The wall material support structure according to any one of claims 1 to 3, wherein the wall material is supported.
耐力上必要のない壁材を下側から支持する方法であって、
スラブコンクリートの上部において、固定部材を用いて支持プレートを固定し、
前記支持プレートに、当該支持プレートから上方へ向かって突出する支持部材を取り付け、
前記支持部材の上部に設けた載置部材の上部に、壁材を下側から支持する台部材を載置し、
前記スラブコンクリートと前記台部材とを一体として、
前記台部材により前記壁材を下側から支持する、
ことを特徴とする壁材の支持方法。
It is a method of supporting wall materials that are not necessary for bearing capacity from below.
At the top of the slab concrete, fix the support plate with a fixing member,
A support member projecting upward from the support plate is attached to the support plate,
A base member that supports the wall material from below is placed on the upper part of the mounting member provided on the upper part of the support member.
The slab concrete and the base member are integrated into one
The wall material is supported from below by the base member.
A method of supporting wall materials, which is characterized by the fact that.
前記固定部材は、前記支持プレートに挿通するボルトと、前記ボルトに取り付けるナットと、前記ナットから延長して設けた軸材の先端部を屈曲させて形成したフックとを備えており、
前記スラブコンクリートのスラブ筋に前記支持プレートを固定する際に、前記スラブ筋に前記固定部材のフックを引っ掛けて、前記ボルトをナットにネジ付けることにより、前記スラブ筋に対して前記支持プレートを固定する、
ことを特徴とする請求項5に記載の壁材の支持方法。
The fixing member includes a bolt to be inserted into the support plate, a nut to be attached to the bolt, and a hook formed by bending the tip of a shaft member provided extending from the nut.
When fixing the support plate to the slab bar of the slab concrete, the support plate is fixed to the slab bar by hooking the hook of the fixing member on the slab bar and screwing the bolt to the nut. do,
The method for supporting a wall material according to claim 5, wherein the wall material is supported.
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