JP2602232B2 - Assembly house - Google Patents

Assembly house

Info

Publication number
JP2602232B2
JP2602232B2 JP14911187A JP14911187A JP2602232B2 JP 2602232 B2 JP2602232 B2 JP 2602232B2 JP 14911187 A JP14911187 A JP 14911187A JP 14911187 A JP14911187 A JP 14911187A JP 2602232 B2 JP2602232 B2 JP 2602232B2
Authority
JP
Japan
Prior art keywords
roof
column
receiving portion
beams
slab
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.)
Expired - Lifetime
Application number
JP14911187A
Other languages
Japanese (ja)
Other versions
JPS63315745A (en
Inventor
孝次 柳澤
昭夫 川崎
正紀 塚田
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
Taisei Corp
Original Assignee
Taisei Corp
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 Taisei Corp filed Critical Taisei Corp
Priority to JP14911187A priority Critical patent/JP2602232B2/en
Publication of JPS63315745A publication Critical patent/JPS63315745A/en
Application granted granted Critical
Publication of JP2602232B2 publication Critical patent/JP2602232B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Description

【発明の詳細な説明】 (産業上の利用分野) 本発明は一般住宅における庭等に建てられる独立した
部屋、別荘地のバンガロー、ゴルフ場の避雷小屋等に適
用される組立ハウスに係るものである。
DETAILED DESCRIPTION OF THE INVENTION (Industrial application field) The present invention relates to an assembled house applied to an independent room built in a garden or the like of a general house, a bungalow in a villa area, a lightning hut in a golf course, and the like. is there.

(従来の技術) 従来のこの種の組立ハウスは軸組を組み立てたのち、
屋根パネルが取付けられるように構成されていた。
(Prior art) Conventionally, this kind of assembly house, after assembling the frame,
The roof panel was configured to be mounted.

(発明が解決しようとする問題点) 従って前記従来の組立ハウスにおいては屋根梁等の小
屋組等の組立と屋根パネルの設置とが必要で、工程が多
くなり、施行が煩雑で工期、工費の点において問題点が
あった。
(Problems to be Solved by the Invention) Therefore, in the above-mentioned conventional assembly house, it is necessary to assemble a roof group such as a roof beam and to install a roof panel, and the number of steps is increased, the implementation is complicated, and the construction period and construction cost are reduced. There was a problem in point.

(問題点を解決するための手段) 本発明はこのような問題点を解決するために提案され
たものであって、内側面が開放された半円筒状の柱の開
放部両側縁より壁面方向に指向して延びる接続フランジ
を設け、上端近傍内周面に沿って、充填剤が填装され、
且つ上端が水平面に形成された中空の梁受部が一体に穿
設された柱を4本構成し、四辺形の頂点位置毎に配設さ
れたPC基礎上に夫々前記柱を1本筒宛立設し、相隣る同
柱の柱脚部における接続フランジ間に繋材を接続し、前
記各柱毎に、傾斜屋根版の下端縁近傍に、同下端縁と平
行に延び、且つ充填剤が填装された中空の屋根梁が垂設
されるとともに、傾斜屋根版の両側縁より垂直接続部片
が垂設された各一双の梁付き屋根版を、それぞれの屋根
梁の端面が互いに衝接するとともに、同各屋根梁の外側
面が前記柱における前記梁受部の上方突出部の内側面に
衝接するように同梁受部上に載架し、前記柱における梁
受部の上方突出部と前記屋根梁とをボルトで接合し、相
隣る前記梁付き屋根版における各傾斜屋根主版の側縁部
より延設された垂直接続部片間をボルトで接合するとと
もに、同両接続部片間の間隙に弾性シール材を嵌着して
なることを特徴とする組立ハウスに係るものである。
(Means for Solving the Problems) The present invention has been proposed in order to solve such problems, and is directed to a wall direction from both side edges of an open portion of a semi-cylindrical column having an open inner surface. A connection flange extending in a direction is provided, along the inner peripheral surface near the upper end, a filler is loaded,
In addition, four pillars are formed integrally with a hollow beam receiving portion having an upper end formed in a horizontal plane, and one pillar is provided on a PC base provided at each vertex position of a quadrilateral. A connecting material is connected between the connecting flanges on the column bases of the adjacent columns, and for each of the columns, the filler extends near the lower edge of the inclined roof slab in parallel with the lower edge, and is filled with filler. While the installed hollow roof beams are erected, the roof slabs with two beams with vertical connection pieces are erected from both side edges of the inclined roof slab, and the end faces of the respective roof beams abut each other. The roof beam is mounted on the beam receiving portion such that the outer surface of each roof beam abuts on the inner surface of the upper projecting portion of the beam receiving portion of the column, and the upper projecting portion of the beam receiving portion of the column and the Roof beams are joined to each other with bolts, and a vertical extension extending from the side edge of each inclined roof main plate in the adjacent roof plate with beams. With joining connecting portion pieces with bolts, it relates to an assembly house, characterized in that formed by fitting the elastic seal member in a gap of the same two connection portions pieces.

(作用) 本発明は前記したように構成されているので、四辺形
の頂点位置毎に設置されたPC基礎上に、夫々柱を立設
し、相隣る同各柱における半円筒状柱の内側開放部の両
側縁より延設された接続フランジに繋材を接続して基礎
部を構成するものである。
(Operation) Since the present invention is configured as described above, the columns are respectively erected on the PC foundations installed at the respective vertex positions of the quadrilateral, and the semi-cylindrical columns of the adjacent columns are formed. A connecting member is connected to connection flanges extending from both side edges of the inner open portion to form a base portion.

次いで前記各柱における柱主体の上端近傍内周面に沿
って同主体と一体に突設され、且つ充填剤が填装された
中空の梁受部の上端水平面を利用して、同面上に相隣る
梁付き屋根版における傾斜屋根版の下端縁近傍より同下
端縁と平行に延び、且つ充填剤が充填された中空屋根梁
の端面が互いに衝接するとともに、同各屋根梁の各外側
面が前記柱主体における梁受部の上方突出部に衝接する
ように、各柱毎に各一双の双隣る梁付き屋根版を配設
し、前記上方突出部と屋根梁とをボルト接合することに
より前記各柱間に梁付き屋根版を取付け、また相隣る屋
根版相互間は各屋根主版より延設された垂直接続部片間
をボルトで接合し、かくして前記柱に屋根版を取付ける
と同時に、屋根梁を架設するものであり、また相隣る屋
根版の側縁部間には弾性シール材を嵌着して屋根部の水
密を保持するものである。
Then, using the upper horizontal surface of the hollow beam receiving portion, which is integrally protruded with the main body along the inner peripheral surface near the upper end of the main column in each of the columns and is filled with the filler, on the same surface. In the roof slabs with adjacent beams, the end surfaces of the hollow roof beams that extend in parallel with and near the lower edge of the inclined roof slab and that are filled with the filler are in contact with each other, and the outer surfaces of the roof beams are the same. A pair of two adjacent roof slabs with beams are provided for each column so that the upper projections are in contact with the upper protruding portions of the beam receiving portions in the column main body, and the upper protruding portions and the roof beams are bolted to each other. A roof slab with a beam is attached between the pillars, and between adjacent roof slabs, bolts are connected between vertical connecting portions extending from the main roof slabs, and thus the roof slab is attached to the pillars. At the same time, roof beams are erected, and bullets are inserted between the side edges of adjacent roof slabs. The sealing material is fitted is to hold the watertight roof.

(実施例) 以下本発明を図示の実施例について説明する。(Example) Hereinafter, the present invention will be described with reference to an illustrated example.

(A)FRP製の柱で、内側面が開放された半円筒状の柱
主体(1)の内側開放部両側縁に一双の接続フランジ
(2)(2)が壁面方向に指向して互いに垂直方向に延
設されている。
(A) A pair of connecting flanges (2) and (2) on both sides of the inner opening of a semi-cylindrical pillar main body (1) whose inner surface is open, which is made of FRP, and is perpendicular to each other in the wall direction. It extends in the direction.

前記柱主体(1)の下端部内周面には取付穴(3a)を
有するリブ(3)が一体に突設され、同リブ(3)の上
部には所定位置毎に補強リブ(3′)が前記主体(1)
の内周面に沿って突設されている。更に柱主体(1)の
上端縁近傍には、上端面が水平面に形成された三角形断
面の中空梁受部(4)が柱主体(1)の内周面に沿って
一体に突設され、中空部にはレジンコンクリート(a)
が填装され、前記柱主体(1)における中空梁受部
(4)の上方突出部(1′)は斜上方外側に指向して傾
斜し、取付穴(1a′)が穿設されている。
A rib (3) having a mounting hole (3a) is integrally protruded from an inner peripheral surface of a lower end portion of the pillar main body (1), and a reinforcing rib (3 ') is provided at a predetermined position above the rib (3). Is the subject (1)
Is protruded along the inner peripheral surface. Further, near the upper end edge of the column main body (1), a hollow beam receiving portion (4) having a triangular cross section whose upper end surface is formed in a horizontal plane is integrally provided along the inner peripheral surface of the column main body (1), Resin concrete in hollow part (a)
The upper projecting portion (1 ') of the hollow beam receiving portion (4) in the column main body (1) is inclined obliquely upward and outward, and a mounting hole (1a') is formed. .

(B)は梁付き屋根版で、FRP製の傾斜屋根版(5)の
側縁より垂直接続部片(6)が延設され、また下端縁内
側からは同下端縁と平行に中空屋根梁(7)が一体に垂
設され、同屋根梁(7)の外側面は前記柱(A)におけ
る上方突出部(1′)と同一テーパ面に形成され、内部
には充填剤(a)としてレジンコンクリートが填装さ
れ、また両側面には取付穴(7a)が穿設されている。図
中(6a)は前記垂直接続部片(6)の取付穴である。
(B) is a roof slab with beams. The vertical connection piece (6) extends from the side edge of the FRP sloping roof slab (5), and a hollow roof beam parallel to the lower edge from the inside of the lower edge. (7) is integrally suspended, and the outer surface of the roof beam (7) is formed to have the same tapered surface as the upper protruding portion (1 ') of the column (A), and the inside is filled with a filler (a). Resin concrete is loaded and mounting holes (7a) are drilled on both sides. (6a) in the figure is a mounting hole for the vertical connecting piece (6).

(C)はFRP製繋材で、充填剤(a)としてレジンコン
クリートが充填された箱型部材(8)の上端縁、側縁及
び下端縁より夫々接続フランジ(9)(10)(11)が延
設されている。
(C) is an FRP connection material, and connection flanges (9), (10), (11) from the upper edge, side edge and lower edge of a box-shaped member (8) filled with resin concrete as a filler (a). Is extended.

而して四辺形の頂点位置に夫々配設されたPC基礎
(D)上に夫々前記柱(A)を一本宛載置し、同基礎
(D)より植立されたアンカーボルトを前記リブ(3)
の取付穴(3a)に貫挿緊締することによって、前記各基
礎(D)上に柱(A)を固定する。
The pillars (A) are placed one by one on the PC foundations (D) respectively arranged at the apexes of the quadrilateral, and the anchor bolts planted from the same foundations (D) are mounted on the ribs. (3)
The column (A) is fixed on each of the foundations (D) by inserting and tightening the mounting holes (3a).

次いで相隣る柱(A)の接続フランジ(2)に繋材
(C)の接続フランジ(10)を接続するとともに、接続
フランジ(11)を中間のPC基礎(図示せず)にアンカー
ボルト等を介して接合し、かくして柱(A)間に繋材
(C)を接合する。
Next, the connecting flange (10) of the connecting member (C) is connected to the connecting flange (2) of the adjacent column (A), and the connecting flange (11) is connected to an intermediate PC foundation (not shown) by an anchor bolt or the like. And thus the joining material (C) is joined between the columns (A).

次いで前記各柱(A)における中空梁受部(4)上
に、相隣る梁付き屋根版(B)を設置する。この際、同
各屋根版(B)の屋根梁(7)の端面が互いに衝接する
とともに、外側面が前記柱(A)における中空梁受部
(4)の上方突出部(1′)に衝接するようにし、同上
方突出部(1′)及び屋根梁(7)の各取付穴(1a′)
(7a)に亘ってボルト(12)を挿貫しナット(13)で緊
締するとともに、相隣る梁付き屋根版(B)の垂直接続
部片(6)(6)の取付穴(6a)間にボルト(14)を挿
貫してナット(15)で緊締し、かくして前記梁付き屋根
版(B)相互間と、同梁付き屋根版(B)と前記柱等
(A)とを接合する。なお相隣る梁付き屋根版(B)
(B)の間隙にゴム製の弾性シール材(E)を圧入し
て、屋根部の水密性を確保する。
Next, on the hollow beam receiving portion (4) of each of the columns (A), the adjacent roof slabs with beams (B) are installed. At this time, the end faces of the roof beam (7) of each roof slab (B) abut against each other, and the outer side faces the upper projecting portion (1 ') of the hollow beam receiving portion (4) of the column (A). So that they are in contact with each other, and the mounting holes (1a ') of the upper protrusion (1') and the roof beam (7)
The bolt (12) is inserted through (7a) and tightened with the nut (13), and the mounting holes (6a) of the vertical connection pieces (6) and (6) of the adjacent roof slab with beam (B) A bolt (14) is inserted between them and tightened with a nut (15). Thus, the roof slabs with beams (B) are joined to each other, and the roof slab with beams (B) and the pillars (A) are joined. I do. In addition, the roof version with adjacent beams (B)
A rubber elastic sealing material (E) is press-fitted into the gap (B) to ensure the watertightness of the roof.

而して各梁付き屋根版(B)の頂部において、同各屋
根版(B)の傾斜屋根版(5)上端縁より延設した垂直
片(16)にブラケット(17)を固着し、同各垂直片(1
6)間に形成された間隙にFRP製トップライト(F)より
垂設された中空取付片(18)を嵌合し、同取付片(18)
を前記ブラケット(17)にボルト(19)ナット(20)で
緊結し、トップライト(F)を前記各梁付き屋根版
(B)の頂部に取付ける。図中(21)はスペーサであ
る。
At the top of each roof slab with beams (B), a bracket (17) is fixed to a vertical piece (16) extending from the upper edge of the roof slab (5) of each roof slab (B). Each vertical piece (1
6) A hollow mounting piece (18) suspended from an FRP toplight (F) is fitted into the gap formed between the mounting pieces (18).
Is fastened to the bracket (17) with bolts (19) and nuts (20), and the top light (F) is attached to the top of each roof slab (B) with beams. (21) in the figure is a spacer.

かくして前記実施例によれば柱(A)に屋根を取付け
ると同時に、屋根梁の架設が完了するものである。
Thus, according to the above embodiment, the installation of the roof beam is completed at the same time when the roof is mounted on the pillar (A).

なお前記繋材(C)の上部接続フランジ(9)及び前
記屋根梁(7)の下端面に取付けられたブラケット(2
2)にサッシ(G)、壁板(H)をボルト、ナットで接
合するものである。
A bracket (2) attached to the upper connection flange (9) of the connection member (C) and the lower end surface of the roof beam (7).
2) The sash (G) and the wall plate (H) are joined with bolts and nuts.

(発明の効果) 本発明によればこのように四辺形の各頂点位置に立設
されたPC基礎上に夫々柱を立設し、かくして配設された
4本の柱の柱脚部間に繋材を接続することによって、各
柱を基礎上に剛強に設置し、内側面が開放された半円筒
状の各柱における上端近傍に設けられ、且つ充填剤が填
装されたことによって十分な強度剛性を有する中空の梁
受部の上端水平面に相隣る梁付き屋根版における充填剤
が填装されて十分な強度、剛性を有する各屋根梁を夫々
の端面が衝接し、外側面が柱主体の梁受部の上方突出部
内側面に衝接するように載架して、同突出部と屋根梁と
を結合することによって、屋根版の設置と同時に屋根梁
の架構が完成され、工程が著しく簡略化され、工期が節
減される。
(Effects of the Invention) According to the present invention, pillars are respectively erected on the PC foundations erected at the respective apexes of the quadrilateral, and between the column bases of the four columns thus arranged. By connecting the connecting members, each column is rigidly installed on the foundation, provided near the upper end of each semi-cylindrical column whose inner surface is open, and sufficient because the filler is loaded. The filler in the roof slab with beams adjacent to the horizontal plane at the upper end of the hollow beam receiving portion having strength and rigidity is loaded, and each end surface of each roof beam having sufficient strength and rigidity abuts, and the outer surface is a column. It is mounted so that it abuts against the inner surface of the upper projecting part of the beam receiving part of the main body, and by joining the projecting part and the roof beam, the frame of the roof beam is completed at the same time as the installation of the roof slab. It is simplified and the construction period is saved.

また相隣る梁付き屋根版の側縁部に垂設された接続部
片間に弾性シール材を嵌着することによって、屋根部が
簡単な施工により水密性が保持されるものである。
In addition, by fitting an elastic sealing material between the connecting pieces which are vertically provided on the side edges of the adjacent roof slabs with beams, the roof is kept watertight by simple construction.

【図面の簡単な説明】[Brief description of the drawings]

第1図は本発明に係る組立ハウスの縦断面図、第2図は
その横断平面図、第3図はその柱、屋根部材、繋材の接
合部を示す分解斜面図、第4図は柱と梁付き屋根版との
接合部を示す縦断面図、第5図はその横断平面図、第6
図は柱の梁受部を示す縦断面図、第7図はその横断平面
図、第8図は梁付き屋根の部分縦断側面図、第9図は梁
付き屋根版間の接合部を示す縦断側面図、第10図は梁付
き屋根版とトップライトとの接合部を示す縦断面図、第
11図は柱の縦断側面図、第12図及び第13図並びに第14図
は夫々第1図の矢視P−P図及び矢視Q−Q図並びに矢
視R−R図、第15図、第16図、第17図及び第18図は夫々
本発明に係る組立ハウスの正面図、側面図、平面図及び
斜面図である。 (A)……柱、(B)……梁付き屋根版、(C)……繋
材、(D)……PC基礎、(E)……弾性シール材、
(1)……柱主体、(2)……接続フランジ、(4)…
…中空梁受部、(5)……傾斜屋根版、(6)……接続
部片、(7)……屋根梁、(12)……ボルト、(14)…
…ボルト、(a)……充填剤。
FIG. 1 is a longitudinal sectional view of an assembled house according to the present invention, FIG. 2 is a cross-sectional plan view thereof, FIG. 3 is an exploded perspective view showing joints of columns, roof members, and connecting members, and FIG. FIG. 5 is a vertical cross-sectional view showing a joint between the roof slab and the beam, and FIG.
The figure is a longitudinal sectional view showing a beam receiving part of a column, FIG. 7 is a cross-sectional plan view thereof, FIG. 8 is a partial longitudinal side view of a roof with beams, and FIG. FIG. 10 is a longitudinal sectional view showing a joint between the roof plate with beams and the top light, and FIG.
11 is a longitudinal side view of the column, FIGS. 12 and 13 and FIG. 14 are arrows PP and QQ and arrows RR and FIG. 15 of FIG. 1, respectively. , FIG. 16, FIG. 17, and FIG. 18 are a front view, a side view, a plan view, and a perspective view, respectively, of the assembly house according to the present invention. (A) ... pillar, (B) ... roof slab with beam, (C) ... connecting material, (D) ... PC foundation, (E) ... elastic sealing material,
(1) ... pillar main body, (2) ... connection flange, (4) ...
... hollow beam receiving part, (5) ... inclined roof slab, (6) ... connecting piece, (7) ... roof beam, (12) ... bolt, (14) ...
... bolt, (a) ... filler.

Claims (1)

(57)【特許請求の範囲】(57) [Claims] 【請求項1】内側面が開放された半円筒状の柱(A)の
開放部両側縁より壁面方向に指向して延びる接続フラン
ジ(2)を設け、上端近傍内周面に沿って、充填剤
(a)が装填され、且つ上端が水平面に形成された中空
の梁受部(4)が一体に穿設された柱(A)を4本構成
し、四辺形の頂点位置毎に配設されたPC基礎(D)上に
夫々前記柱(A)を1本筒宛立設し、相隣る同柱(A)
の柱脚部における接続フランジ(2)間に繋材(C)を
接続し、前記各柱(A)毎に、傾斜屋根版(5)の下端
縁近傍に、同下端縁と平行に延び、且つ充填剤(a)が
填装された中空の屋根梁(7)が垂設されるとともに、
傾斜屋根版(5)の両側縁より垂直接続部片(6)が垂
設された各一双の梁付き屋根版(B)を、それぞれの屋
根梁(7)の端面が互いに衝接するとともに、同各屋根
梁(7)の外側面が前記柱(A)における前記梁受部
(4)の上方突出部(1′)の内側面に衝接するように
同梁受部(4)上に載架し、前記柱(A)における梁受
部(4)の上方突出部(1′)と前記屋根梁(7)とを
ボルト(12)で接合し、相隣る前記梁付き屋根版(B)
における各傾斜屋根主版(5)の側縁部より延設された
垂直接続部片(6)間をボルト(14)で接合するととも
に、同両接続部片(6)間の間隙に弾性シール材(E)
を嵌着してなることを特徴とする組立ハウス。
1. A connecting flange (2) extending in a wall direction from both side edges of an open portion of a semi-cylindrical column (A) having an open inner surface, and filling along an inner peripheral surface near an upper end. Four pillars (A), each of which is provided with the agent (a) and integrally formed with a hollow beam receiving portion (4) having an upper end formed in a horizontal plane, are arranged at each vertex position of a quadrilateral. The pillars (A) are erected one by one on each of the PC foundations (D) and the adjacent pillars (A)
A connecting member (C) is connected between the connecting flanges (2) on the column bases of the above, and for each of the columns (A), extends near the lower end edge of the inclined roof slab (5) in parallel with the lower end edge, And a hollow roof beam (7) loaded with the filler (a) is vertically provided,
Each roof slab (B) with a pair of beams with vertical connecting pieces (6) suspended from both side edges of the sloping roof slab (5) is attached to the roof slabs (7) with their end faces abutting against each other. The roof beam (7) is mounted on the beam receiving portion (4) so that the outer surface of the roof beam (7) abuts on the inner surface of the upper projecting portion (1 ') of the beam receiving portion (4) in the column (A). Then, the upper projecting portion (1 ') of the beam receiving portion (4) in the column (A) and the roof beam (7) are joined with bolts (12), and the adjacent roof plate with beam (B) is joined.
The vertical connection pieces (6) extending from the side edges of the inclined roof main slabs (5) are joined by bolts (14), and the gap between the connection pieces (6) is elastically sealed. Material (E)
An assembling house characterized by being fitted.
JP14911187A 1987-06-17 1987-06-17 Assembly house Expired - Lifetime JP2602232B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14911187A JP2602232B2 (en) 1987-06-17 1987-06-17 Assembly house

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14911187A JP2602232B2 (en) 1987-06-17 1987-06-17 Assembly house

Publications (2)

Publication Number Publication Date
JPS63315745A JPS63315745A (en) 1988-12-23
JP2602232B2 true JP2602232B2 (en) 1997-04-23

Family

ID=15467946

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14911187A Expired - Lifetime JP2602232B2 (en) 1987-06-17 1987-06-17 Assembly house

Country Status (1)

Country Link
JP (1) JP2602232B2 (en)

Also Published As

Publication number Publication date
JPS63315745A (en) 1988-12-23

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