JPS6172150A - Mount structure of girth part - Google Patents
Mount structure of girth partInfo
- Publication number
- JPS6172150A JPS6172150A JP19546784A JP19546784A JPS6172150A JP S6172150 A JPS6172150 A JP S6172150A JP 19546784 A JP19546784 A JP 19546784A JP 19546784 A JP19546784 A JP 19546784A JP S6172150 A JPS6172150 A JP S6172150A
- Authority
- JP
- Japan
- Prior art keywords
- wall panel
- panel
- floor wall
- floor
- support plate
- 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.)
- Granted
Links
Landscapes
- Joining Of Building Structures In Genera (AREA)
Abstract
(57)【要約】本公報は電子出願前の出願データであるた
め要約のデータは記録されません。(57) [Summary] This bulletin contains application data before electronic filing, so abstract data is not recorded.
Description
【発明の詳細な説明】
（技術分野）
本発明は、下階壁パネルと上階床パネルと上階壁パネル
からなる建物胴差部の取付構造に係り、更に詳しくは、
下階壁パネルに支持プレートを敷設してこの支持プレー
トを通して下階壁パネルに胴差ボルトを立設するととも
に、断面Ｚ状接合金物の下片を緊結し、一方該接合金物
の胴部を該床パネルの側端面及び該接合金物の上片を該
床パネルの上面に釘着して、胴差ボルトにより接合金物
を介して上階壁パネルと上階壁パネルを緊結したことを
特徴とする胴差部の取付構造に関する。DETAILED DESCRIPTION OF THE INVENTION (Technical Field) The present invention relates to a mounting structure for a building trunk section consisting of a lower floor wall panel, an upper floor panel, and an upper floor wall panel, and more specifically,
A support plate is laid on the lower floor wall panel, and a bolt is erected on the lower floor wall panel through this support plate, and the lower piece of the joint hardware with a Z-shaped cross section is tightened, while the body of the joint hardware is The side end face of the floor panel and the upper piece of the joining hardware are nailed to the top surface of the floor panel, and the upper floor wall panel and the upper floor wall panel are tightly connected via the joining hardware with a body difference bolt. This invention relates to the mounting structure of the torso difference part.
（従来技術）
従来から建物を構成する主要な構造材は、はぼ同質材が
用いられている。例えば、木質パネルによって構築され
る建物は、木質系のパネル体が主要の構造材となり、ま
た壁弐ＰＣ構造等においては、プレキャストコンクリー
ト板がその主要構造材となっている。(Prior Art) Traditionally, nearly homogeneous materials have been used as the main structural materials constituting buildings. For example, in buildings constructed using wood-based panels, the wood-based panel body is the main structural material, and in wall PC structures and the like, precast concrete plates are the main structural material.
すなわち、建物は同質材からなる主要構造材によって構
築されるのが通例であり、木質パネル体とプレキャスト
コンクリート板の異質の構成材を混成して建物を構築す
ることはなかった。この様に異質の構成材を混成して一
つの建物を構築しなかったのは、これら異質の構成材相
互を取付けるのに適切な取付手段がなかったこと、及び
その取付部分の剛性が十分に確保出来なかったからであ
る。In other words, it is customary for buildings to be constructed using homogeneous main structural materials, and buildings have not been constructed using a mixture of different structural materials such as wood panels and precast concrete plates. The reason why a single building was not constructed by mixing dissimilar constituent materials in this way is that there was no appropriate means of attachment to attach these dissimilar constituent materials to each other, and the rigidity of the attached parts was insufficient. This is because it could not be secured.
特に、建物胴差部において上階壁パネルを床パルと下階
壁パネルに強固に取付け、しかも上階壁パネルからの鉛
直荷重を床パネルを介して基礎地盤に分散させる取付構
造が容易に得られなかったので異質の構成体を積極的に
混成利用し得ながったのである。In particular, it is easy to obtain a mounting structure in which the upper floor wall panel is firmly attached to the floor pallet and the lower floor wall panel in the building trunk section, and the vertical load from the upper floor wall panel is dispersed to the foundation ground via the floor panel. As a result, it was not possible to actively mix and use different constructs.
（発明の目的）
そこで本発明は上記の点に鑑み、異質の構成材を適材適
所に利用して構造２強度、＃久性等に優れた建物の構築
を為すものである。(Objective of the Invention) In view of the above points, the present invention constructs a building with excellent structural strength, durability, etc. by using different constituent materials in the right places.
すなわち、プレキャストコンクリートパネルを建物の構
造体外周壁として用い、一方木質パネルを構造体の床パ
ネルとして用いた胴差部において、両異質構成材を支持
プレートと断面Ｚ状に形成した接合金物及び胴差ボルト
を介して下階壁パネル上に固定する取付構造を提供する
ものである。That is, in the case where a precast concrete panel is used as the outer peripheral wall of a building structure and a wooden panel is used as a floor panel of the structure, the joining hardware and the case where both different constituent materials are formed with a support plate and a Z-shaped cross section are used. This provides a mounting structure that is fixed onto the lower floor wall panel via bolts.
この取付構造によって上・下壁パネル及び床パネルは強
固に固定され、しかも上階壁パネルからの鉛直荷重を床
パネルと下階壁パネルを介して基礎地盤上に円滑に伝達
し得る取付部を提供できる。This mounting structure securely fixes the upper and lower wall panels and the floor panel, and also provides a mounting section that can smoothly transmit the vertical load from the upper floor wall panel to the foundation ground via the floor panel and lower floor wall panel. Can be provided.
（実施例）
以下、本発明の胴差部の取付構造を図面により詳細に説
明する。(Example) Hereinafter, the attachment structure of the trunk difference portion of the present invention will be explained in detail with reference to the drawings.
第１図は１本発明の取付構造に用いられる接合金物１の
斜視図である。FIG. 1 is a perspective view of a joining metal fitting 1 used in the mounting structure of the present invention.
接合金物１は、胴部１１の上部−側辺を胴部１１に対し
て直角方向に延出して上片１２を形成し、また下部−側
辺も上片１２とは反対側直角方向に延出して下片１３を
形成し、全体として断面略Ｚ型に構成されたものである
。The joining hardware 1 has an upper side of the body 11 extending in a direction perpendicular to the body 11 to form an upper piece 12, and a lower side also extending in a direction perpendicular to the side opposite to the upper piece 12. The lower piece 13 is formed by taking it out, and the overall cross section is approximately Z-shaped.
胴部１１の高さは取付ける床パネルの厚さとほぼ等しく
形成されている。また上片１２のほぼ中央には胴差ボル
トを連通させる為の挿通孔１４がが穿孔されている。The height of the body part 11 is formed to be approximately equal to the thickness of the floor panel to which it is attached. Further, an insertion hole 14 is bored approximately in the center of the upper piece 12 for communicating the barrel bolt.
一方下Ｂ１３の所要位置にはボルト孔１５ 、１５が穿
孔されており、更に胴部１１の表面には補強リブ１６が
固着されている。又胴部１１及び上片１２にはそれぞれ
所要数の針孔１７．１？・・・、１８．１８・・・が穿
孔されている。On the other hand, bolt holes 15 are bored at required positions in the lower part B13, and reinforcing ribs 16 are fixed to the surface of the body part 11. Also, the body portion 11 and the upper piece 12 each have the required number of needle holes 17.1? ..., 18.18... are perforated.
第２図は、第１図の接合金物１と同様に本発明の取付構
造に用いられる支持プレート２の斜視図である。FIG. 2 is a perspective view of a support plate 2 used in the mounting structure of the present invention, similar to the joining hardware 1 of FIG. 1.
支持プレート２の平板部２１にはボルト孔２１ａ。The flat plate portion 21 of the support plate 2 has bolt holes 21a.
２１ｂ及び釘孔２１ｃ、２１ｄ・・・か穿孔されており
、しかも接合金物１のボルト孔１４直下に位置する様に
胴差ボルトの挿通孔２３が穿孔されている。21b, nail holes 21c, 21d, .
）−記第１図及び第２図に示された接合金物ｌ。)--The joining hardware l shown in FIGS. 1 and 2.
支持プレート２及び胴差ボルト３を用いた胴差部の取付
構造を、第３図の要部分解斜視図及び第４図の縦断面図
により説明する。The mounting structure of the barrel difference portion using the support plate 2 and the barrel difference bolt 3 will be explained with reference to an exploded perspective view of main parts in FIG. 3 and a longitudinal sectional view in FIG. 4.
第３図、第４図の主要構成は、下階壁パネル４とＬ−階
床パネル５及び上階壁パネル６からなる建物の胴差部で
ある。この下階壁パネル４の上端には１耐力１接合に必
要な数の埋込み金物４１が予め適宜間隔で固設されてい
る。埋込み金物４１には胴差ボルト３を立設する為の螺
子孔４１ａが設けられ又接合金物ｌのボルト孔１５．１
５及び支持プレートｚのボルト孔２１ａ、２１ｂと同じ
間隔で螺子孔４１ｂ、４１ｃが設けられている。The main structure shown in FIGS. 3 and 4 is a trunk section of a building consisting of a lower floor wall panel 4, an L-floor panel 5, and an upper floor wall panel 6. At the upper end of this lower floor wall panel 4, a number of embedded metal fittings 41 necessary for one joint with one proof stress are fixed in advance at appropriate intervals. The embedded metal fitting 41 is provided with a screw hole 41a for vertically installing the barrel difference bolt 3, and the bolt hole 15.1 of the joining metal fitting l is provided.
Screw holes 41b and 41c are provided at the same intervals as the bolt holes 21a and 21b of the support plate z and the support plate z.
上記主要構成の取付施工を説明すると、まず埋込み金物
４１上に螺子孔４１ｂ、４１ｃとボルト孔２１ａ。To explain the installation of the above-mentioned main structure, first, screw holes 41b, 41c and bolt hole 21a are installed on embedded metal fitting 41.
２１ｂとを整合させて支持プレート２を敷設し、この支
持プレート２の挿通孔２３を通して胴差ボルト３の下端
螺子部を埋込み金物４１の螺子孔４１ａに螺合させる。21b, and then install the support plate 2, passing through the insertion hole 23 of the support plate 2, and screwing the lower end threaded portion of the barrel difference bolt 3 into the threaded hole 41a of the embedded metal fitting 41.
そして固定ナツト３１を介して緊結する。尚、固定ナツ
ト３１は胴差ボルト３と一体的に形成されているもので
あっても良いし、又別個に形成され螺合されているもの
であってもよい、更に胴差ボルト３が設けられる上階床
パネル５の側端面５１には、胴差ボルト３を逃がす為の
切欠部５３を設けておく。Then, it is tightened via the fixing nut 31. The fixing nut 31 may be formed integrally with the barrel difference bolt 3, or may be formed separately and screwed together. A notch 53 is provided in the side end surface 51 of the upper floor panel 5 to allow the bolt 3 to escape.
次いで上階床パネル５を下階壁パネル４の上端に載置し
、接合金物ｌの挿通孔１４に胴差ボルト３の上端を挿入
させ、下片１３を支持プレート２上に載せる。この時接
合金物ｌのボルト孔１５．１５と支持プレート２のボル
ト孔２１ａ、２１ｂを整合させるとホルト孔１５，１．
５ 、２１ａ、２１ｂ及び埋込み金物４１の螺子孔４１
ｂ、４１ｃはともに連通ずる。すなわち定着ボルト７．
７をボルト孔１５．１５及び２１ａ、２１ｂに挿通させ
て螺子孔４１ｂ、４１ｃに螺合すると埋込み金物４１Ｊ
−に支持プレート２が又その上に接合金物１が固定され
る構造となる。しかも接合金物１の釘孔１７、＋７及び
１８．１８・・・から上階床パネル５の側端面５１及び
−Ｆ面５２に釘打ちし、又支持プレート２の釘孔２１ｃ
、２１ｄから上階床パネル５の枠下部に釘打ちして［Ｊ
、１定する。Next, the upper floor panel 5 is placed on the upper end of the lower wall panel 4, the upper end of the barrel difference bolt 3 is inserted into the insertion hole 14 of the joining hardware l, and the lower piece 13 is placed on the support plate 2. At this time, when the bolt holes 15.15 of the joining hardware l and the bolt holes 21a, 21b of the support plate 2 are aligned, the bolt holes 15, 1.
5, 21a, 21b and the screw hole 41 of the embedded metal fitting 41
b and 41c are both in communication. That is, fixing bolt 7.
7 through the bolt holes 15.15, 21a, 21b and screwed into the screw holes 41b, 41c, the embedded hardware 41J
The structure is such that the support plate 2 is fixed to the support plate 2 and the joining hardware 1 is fixed thereon. Moreover, nails are driven into the side end surfaces 51 and -F surface 52 of the upper floor panel 5 from the nail holes 17, +7, 18, 18, etc. of the joint hardware 1, and the nail holes 21c of the support plate 2 are driven.
, from 21d to the lower part of the frame of the upper floor panel 5 [J
, 1 constant.
そして上階壁パネル６を接合金物１の上片１２上に載置
する。Then, the upper floor wall panel 6 is placed on the upper piece 12 of the joining hardware 1.
に隅壁パネル６の下部所要位置にはパネル内部の補強骨
休に接合されたブロック材６１を介して一面を開口した
箱状の金物６２がボルト８により固定されている。この
筒金物６２の下辺には胴差ボルト３の先端螺子部を挿通
ずる挿通孔６３が穿孔されており、この挿通孔６３に胴
差ボルト３の先端螺子部を挿通して上階壁パネル６をａ
置し、箱状金物６２内に突起した該先端螺子部にワッシ
ャー６４を嵌めて固定ナツト６５を螺合する。A box-shaped metal fitting 62 with one side open is fixed to a predetermined position in the lower part of the corner wall panel 6 by bolts 8 through a block material 61 joined to a reinforcing frame inside the panel. An insertion hole 63 is bored in the lower side of this cylindrical metal part 62, through which the threaded end of the bolt 3 is inserted. a
Then, a washer 64 is fitted to the threaded end protruding inside the box-shaped hardware 62, and a fixing nut 65 is screwed.
よって上階壁パネル６は箱状金物６２と胴差ボルト３を
介して下階壁パネル４及び階上床パネル５に一体的に固
設されることになる。これにより下階壁パネル６にかか
る外力は、接合金物１及び胴差ボルト３が受けて下階壁
パネル４及び上階床パネル５に直接伝達することになる
。特に上階壁パネル６にかかる鉛直力は、接合金物１を
介して直に下階壁パネル４に伝達され基礎地盤中に拡散
する。Therefore, the upper floor wall panel 6 is integrally fixed to the lower floor wall panel 4 and the upper floor panel 5 via the box-shaped hardware 62 and the bolts 3. As a result, the external force applied to the lower floor wall panel 6 is received by the joining hardware 1 and the bolt 3 and is directly transmitted to the lower floor wall panel 4 and the upper floor panel 5. In particular, the vertical force applied to the upper floor wall panel 6 is directly transmitted to the lower floor wall panel 4 via the joining hardware 1 and diffused into the foundation ground.
尚、接合金物１の胴部１１に 型状の補強リブ１６を固
設しておけば、接合金物ｌ自体の変形座屈抵抗を一層高
めることができる。Incidentally, by fixing a reinforcing rib 16 in the shape of a mold to the body portion 11 of the joining hardware 1, the deformation buckling resistance of the joining hardware 1 itself can be further increased.
第５図は、隣接する上階床パネル５ ａ、 ５ ｂ上に
上階壁パネル６ ａ、 ６ ｂを載置した胴差部の主要
構成を説明する分解斜視図である。FIG. 5 is an exploded perspective view illustrating the main structure of a trunk section in which upper wall panels 6 a and 6 b are placed on adjacent upper floor panels 5 a and 5 b.
この胴差部においては、上階床パネル５ａと５ｂを一体
的に結合させる為、接合金物１−１ と支持プレート２
−１にはそれぞれ上階床パネル５ａと上階壁パネル６ａ
を取付ける部分及び上階床パネル５ｂと上階壁パネル６
ｂを取付ける部分を形成している。In this trunk difference part, in order to integrally connect the upper floor panels 5a and 5b, a joining hardware 1-1 and a support plate 2 are used.
-1 has an upper floor panel 5a and an upper floor wall panel 6a, respectively.
Installation part, upper floor panel 5b and upper floor wall panel 6
Forms the part to which b is attached.
すなわち、各部分は前述したと同様に取付けられるもの
であり、特に相異するところは、隣接するに階床パネル
５ａ、５ｂを一体的に接合する為、接合金物１−１ と
支持プレート２−１において二つの取付部分が連設され
ている点である。That is, each part is attached in the same manner as described above, and the only difference is that since the adjacent floor panels 5a and 5b are integrally joined, the joining hardware 1-1 and the support plate 2- 1, the two mounting parts are connected.
よって上階床パネル５ａ、５ｂ及び上階壁パネル６ａ、
６ｂ相互か隣接する胴差部においても、各上階壁パネル
６ａ、６ｂにかかる外力は接合金物１−１゜ｊト（差ボ
ルト３−１．３−２及び支持プレート２−１ を介して
１−８階床パネル５ ａ、 ５ ｂ、下階壁パネル４
（４ａ。Therefore, the upper floor panels 5a, 5b and the upper floor wall panel 6a,
6b Also in the mutually adjacent barrel difference parts, the external force applied to each upper floor wall panel 6a, 6b is applied to the joint hardware 1-1゜j (through the difference bolts 3-1, 3-2 and the support plate 2-1). 1-8 floor panels 5a, 5b, lower floor wall panel 4
(4a.
４ｂ）に伝達され、又隣接する上・下階壁パネル。4b) and adjacent upper and lower floor wall panels.
１−階床パネル相互を一体的に固定することができる。1- Floor panels can be integrally fixed to each other.
尚、１−記施土の説明では」二階床パネル５を敷設した
後に接合金物１を取付けたが、あらかじめ上階床パネル
５の所要位置に接合金物１を取付けておくものでもよい
。更に固定ナツト３１と別個に形成された胴差ボルト３
をあらかじめ埋込金物４１に立設しておき、支持プレー
ト２を挿入した後固定ナツト３１を螺合し、次いで接合
金物１を胴差ボルト３に挿入して゛それぞれを取付ける
施工方法であってもよい。Incidentally, in the explanation of 1--Claim construction, the joining hardware 1 was attached after the second floor panel 5 was laid, but the joining hardware 1 may be attached to the required position of the upper floor panel 5 in advance. Further, a barrel difference bolt 3 formed separately from the fixing nut 31
Even if the installation method is such that the embedded hardware 41 is set upright in advance, the support plate 2 is inserted, the fixing nut 31 is screwed together, and the joining hardware 1 is then inserted into the barrel difference bolt 3. good.
（効果）
以上説明した様に本発明の胴差部の取付構造は、接合金
物の上片及び胴部を上階床パネルに固定し、しかも下片
下階壁パネルに緊結しており、更に胴差ボルトにより上
下階壁パネルを一体的に緊結しているので、プレキャス
トコンクリ−１・からなる上階壁パネルにかかる外力を
木質パネルからなる上階床パネルとプレキャストコンク
リートからなる下階壁パネルに円滑に伝達できる。(Effects) As explained above, the mounting structure of the body difference part of the present invention fixes the upper piece and the body part of the joining hardware to the upper floor panel, and furthermore, the lower piece is tightly connected to the lower floor wall panel. Since the upper and lower floor wall panels are integrally connected by bolts, the external force applied to the upper floor wall panel made of precast concrete is transferred to the upper floor panel made of wood panels and the lower floor wall panel made of precast concrete. can be communicated smoothly.
更に、上階壁パネルからの鉛直力を直接下階壁パネルに
伝達できることになり、ｌｌ１ｌ差部の取付構造として
極めて良好なものとなる。しかも接合金物自体の形状も
極めて簡潔なものなので、施工も簡易であり、施工全体
にかかるコストも極めて低減なものとなる。Furthermore, the vertical force from the upper floor wall panel can be directly transmitted to the lower floor wall panel, resulting in an extremely good mounting structure for the ll1l difference. Furthermore, since the shape of the joining hardware itself is extremely simple, the construction is simple and the overall cost of construction is extremely low.
第１図は、接合金物の斜視図。
第２図は、支持プレートの斜視図。
第３図は、本発明に係る取付構造の要部分解斜視図、
第４図は、本発明に係る取付構造の縦断面図、第５図は
、本発明に係る他の実施例の要部分解斜視図である。
１・・・接合金物、１１・・・胴部、 １２・・・
上片。
１３・・・下片、 １４・・・挿通孔。
１５．１５・・・ボルト孔、 ２・・・支持プレート
。
２１・・・平板部、２２・・・挿通孔。
３・・・胴差ボルト、 ４・・・下階壁パネル。
４１・・・埋込み金物、 ５・・・上階床パネル。
６・・・Ｌ隅壁パネル。FIG. 1 is a perspective view of the joining hardware. FIG. 2 is a perspective view of the support plate. FIG. 3 is an exploded perspective view of a main part of a mounting structure according to the present invention, FIG. 4 is a vertical sectional view of a mounting structure according to the present invention, and FIG. 5 is a main part of another embodiment according to the present invention. It is an exploded perspective view. 1... Joining hardware, 11... Body, 12...
Top piece. 13...lower piece, 14...insertion hole. 15.15...Bolt hole, 2...Support plate. 21...Flat plate portion, 22...Through hole. 3... Trunk difference bolt, 4... Lower floor wall panel. 41...Embedded hardware, 5...Upper floor panel. 6...L corner wall panel.
Claims (1)
に上階壁パネルを立設する胴差部の取付構造において、
下階壁パネルに支持プレートを敷設し、該支持プレート
を通して下階壁パネルに胴差ボルトを立設するとともに
、断面Ｚ状接合金物の下片を緊結し、該接合金物の胴部
を該床パネルの側端面に及び該接合金物の上片を該床パ
ネルの上面に釘着して、該胴差ボルトにより接合金物を
介して上階壁パネルと上階壁パネルとを緊結した胴差部
の取付構造。1. In the mounting structure of the trunk difference part in which the upper floor panel is placed on the lower floor wall panel and the upper floor wall panel is erected on the floor panel,
A support plate is laid on the lower floor wall panel, a bolt is erected on the lower floor wall panel through the support plate, and the lower piece of the Z-shaped joint hardware is tightened, and the body of the joint hardware is attached to the floor. A girth difference part in which the upper floor wall panel and the upper floor wall panel are tightly connected via the joint metallurgy with the girth difference bolt by nailing the upper piece of the joint hardware to the upper surface of the floor panel on the side end face of the panel. mounting structure.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP19546784A JPS6172150A (en) | 1984-09-18 | 1984-09-18 | Mount structure of girth part |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP19546784A JPS6172150A (en) | 1984-09-18 | 1984-09-18 | Mount structure of girth part |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6172150A true JPS6172150A (en) | 1986-04-14 |
| JPH023863B2 JPH023863B2 (en) | 1990-01-25 |
Family
ID=16341560
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP19546784A Granted JPS6172150A (en) | 1984-09-18 | 1984-09-18 | Mount structure of girth part |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6172150A (en) |
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2019027022A (en) * | 2017-07-25 | 2019-02-21 | 株式会社竹中工務店 | Reinforcing structure of horizontal member |
Families Citing this family (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH0440964U (en) * | 1990-08-06 | 1992-04-07 | ||
| JPH0744700U (en) * | 1993-06-30 | 1995-11-28 | 信越ポリマー株式会社 | Recording media storage books |
-
1984
- 1984-09-18 JP JP19546784A patent/JPS6172150A/en active Granted
Cited By (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JP2019027022A (en) * | 2017-07-25 | 2019-02-21 | 株式会社竹中工務店 | Reinforcing structure of horizontal member |
Also Published As
| Publication number | Publication date |
|---|---|
| JPH023863B2 (en) | 1990-01-25 |
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