JPH0223686Y2 - - Google Patents

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Publication number
JPH0223686Y2
JPH0223686Y2 JP1983088180U JP8818083U JPH0223686Y2 JP H0223686 Y2 JPH0223686 Y2 JP H0223686Y2 JP 1983088180 U JP1983088180 U JP 1983088180U JP 8818083 U JP8818083 U JP 8818083U JP H0223686 Y2 JPH0223686 Y2 JP H0223686Y2
Authority
JP
Japan
Prior art keywords
joint member
spar
column
bearing part
columns
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
Application number
JP1983088180U
Other languages
Japanese (ja)
Other versions
JPS59192502U (en
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 filed Critical
Priority to JP8818083U priority Critical patent/JPS59192502U/en
Publication of JPS59192502U publication Critical patent/JPS59192502U/en
Application granted granted Critical
Publication of JPH0223686Y2 publication Critical patent/JPH0223686Y2/ja
Granted legal-status Critical Current

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Landscapes

  • Joining Of Building Structures In Genera (AREA)
  • Roof Covering Using Slabs Or Stiff Sheets (AREA)

Description

【考案の詳細な説明】 本案は車庫、自転車置場、テラス、通路等を構
成するのに適する組立式雨除け構築物に関するも
のであり、その目的とするところは傾斜地におけ
る組立作業の省力化を図ることにある。
[Detailed description of the invention] This invention relates to a prefabricated rain protection structure suitable for configuring garages, bicycle storage areas, terraces, passageways, etc., and its purpose is to save labor in assembly work on sloped areas. It is in.

本案構築物の一例を図面によつて具体的に説明
すると、垂直状支柱1,1,1,1を方形状位置
に立設し、その左右方向における支柱1,1の頂
部に桁2を横架し、前後位置の桁2,2の上部に
屋根材3を施すに当たり、左右位置において高さ
が異なる支柱1,1を前後一組として設け、上方
内側に円弧状凹面を形成した軸受部9と下方に断
面コの字状取付片4を有する支柱継手部材6を、
前後に対状として各支柱1の頂部に固着し、桁2
の左右両側下部に下方に段差部10,10を置い
て円弧状凸面の係合突起7を形成した桁継手部材
8,8を固着し、支柱継手部材6の軸受部9の上
端と水平状態における係合突起7の段差部10,
10との間に遊隙11,11を設けて、支柱継手
部材6の軸受部9と桁継手部材8の係合突起7を
嵌合し、支柱継手部材6,6の軸受部9に円弧状
凹面と同心状に形成したボス14と、桁継手部材
8の係合突起7に円弧状凸面と同心状に形成した
ボス5に、ピン軸12を連通させて支柱1に桁2
を支承し、ピン軸12をねじ止めして両継手部材
を一体的に定着したものである。
To specifically explain an example of the proposed structure using a drawing, vertical columns 1, 1, 1, 1 are erected in a rectangular position, and a girder 2 is horizontally suspended at the top of the columns 1, 1 in the left and right direction. However, when applying the roofing material 3 to the upper part of the girders 2, 2 at the front and rear positions, the pillars 1, 1 having different heights at the left and right positions are provided as a set in the front and rear, and a bearing part 9 with an arcuate concave surface formed on the upper inner side. A strut joint member 6 having a U-shaped cross section mounting piece 4 on the lower side,
It is fixed to the top of each pillar 1 as a pair in the front and back, and the girder 2
Girder joint members 8, 8 each having stepped portions 10, 10 placed downwardly on the lower left and right sides to form an engaging protrusion 7 with an arcuate convex surface are fixed to the upper end of the bearing portion 9 of the column joint member 6 in a horizontal state. Step portion 10 of engagement protrusion 7,
10, the bearing portion 9 of the column joint member 6 and the engagement protrusion 7 of the spar joint member 8 are fitted, and the bearing portion 9 of the column joint member 6, 6 is fitted in an arc shape. The pin shaft 12 is connected to the boss 14 formed concentrically with the concave surface and the boss 5 formed concentrically with the arcuate convex surface on the engagement protrusion 7 of the spar joint member 8, so that the spar 2 is connected to the support 1.
, and the pin shaft 12 is screwed to fix both joint members integrally.

なお本案の実施に当たつては、支柱をアルミニ
ウム成型加工によつて造り、係止縁を有する縦溝
を設けてこれに支柱継手部材を上下位置調整しな
がら、ねじ止めすれば良い。
In carrying out the present invention, the strut may be made by aluminum molding, a vertical groove having a locking edge may be provided, and the strut joint member may be screwed into this while adjusting the vertical position.

図中13は雨樋を示す。 In the figure, 13 indicates a rain gutter.

本案は上記のような構成であるから、支柱1を
立設してこれに桁2を横架する場合、支柱1の頂
部に円弧状凹面の軸受部9を持つ一対の支柱継手
部材6,6を取り付けておき、桁2の底面に円弧
状凸面の係合突起7を形成した桁継手部材8を固
定し、桁継手部材8の一方の係合突起7を一つの
支柱1の支柱継手部材6,6に嵌め合わせて仮止
めし、桁2の他方の桁継手部材8を他方の支柱1
の支柱継手部材6,6に嵌め合わせて桁2を仮設
するまでの作業を、地上あるいは地上に近い位置
で行うことができ、空中において支柱継手部材
6,6の軸受部9,9と桁継手部材8の係合突起
7とを同心状に噛み合わせる場合には、支柱継手
部材6,6の円弧状軸受部9と桁継手部材8の円
弧状係合突起7が嵌み合つており、且つ桁2は軸
受部9,9の上端と係合突起7の段差部10が当
接するまで上下方向に回動するけれども、それ以
上の動きが規制されるため、桁2が支柱1から外
れたり大きく傾斜するなどの危険がなく、支柱継
手部材6,6の軸受部9,9に対して桁継手部材
8の係合突起7は、自重により敷設面の傾斜角度
に応じて上下いずれかの方向に回動するので、両
継手部材を同心位置に合致させて容易にピン軸1
2を挿入することができる。
Since the present invention has the above-mentioned configuration, when the column 1 is erected and the girder 2 is horizontally mounted on it, a pair of column joint members 6, 6 having an arcuate concave bearing portion 9 at the top of the column 1 are used. is attached, and a spar joint member 8 having an arcuate convex engaging protrusion 7 formed on the bottom surface of the spar 2 is fixed, and one of the engaging protrusions 7 of the spar joint member 8 is connected to the strut joint member 6 of one strut 1. , 6 and temporarily fasten the other girder joint member 8 of the girder 2 to the other support column 1.
The work of fitting the girder 2 into the strut joint members 6, 6 and temporarily installing the girder 2 can be carried out on the ground or in a position close to the ground. When the engaging projections 7 of the members 8 are to be engaged concentrically, the arcuate bearing portions 9 of the strut joint members 6, 6 and the arcuate engaging projections 7 of the spar joint member 8 are engaged with each other, and Although the girder 2 rotates in the vertical direction until the upper ends of the bearings 9 and 9 come into contact with the stepped portion 10 of the engagement protrusion 7, further movement is restricted, so the girder 2 may become detached from the support column 1 or become large. There is no risk of tilting, and the engagement protrusion 7 of the girder joint member 8 can move upward or downward depending on the inclination angle of the installation surface due to its own weight relative to the bearing parts 9, 9 of the column joint members 6, 6. Since it rotates, the pin shaft 1 can be easily aligned by aligning both joint members in a concentric position.
2 can be inserted.

また本案によれば、支柱継手部材6,6の軸受
部9,9と桁継手部材8の係合突起7との間にピ
ン軸12を挿入して、両継手部材が一体的になる
までねじ止めしているため、その結合強度が大き
く耐久性に富むなど実践面の効果は顕著である。
Further, according to the present invention, the pin shaft 12 is inserted between the bearing parts 9, 9 of the column joint members 6, 6 and the engagement protrusion 7 of the spar joint member 8, and the pin shaft 12 is screwed until both joint members are integrated. Since it is fastened, the practical effects are remarkable, such as the bond strength being high and durability being high.

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

第1図は本案組立式雨除け構築物の一例を示す
斜視図、第2図は同じく一部を欠載した要部拡大
正面図、第3図は第2図のA−A線断面図であ
り、図中1は支柱、2は桁、4は取付片、6は支
柱継手部材、7は係合突起、8は桁継手部材、9
は軸受部、10は係合突起7の段差部、11は遊
隙、12はピン軸を表わす。
Fig. 1 is a perspective view showing an example of the proposed prefabricated rain shelter structure, Fig. 2 is an enlarged front view of the main parts with some parts omitted, and Fig. 3 is a sectional view taken along the line A-A of Fig. 2. , In the figure, 1 is a column, 2 is a girder, 4 is a mounting piece, 6 is a column joint member, 7 is an engaging projection, 8 is a girder joint member, 9
10 represents a bearing portion, 10 represents a stepped portion of the engaging protrusion 7, 11 represents a clearance, and 12 represents a pin shaft.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] 垂直状支柱を方形状位置に立設し、その左右方
向における支柱の頂部に桁を横架し、前後位置の
桁の上部に屋根材を施してなる構築物において、
左右位置において高さが異なる支柱を前後一組と
して設け、上方内側に円弧状凹面を形成した軸受
部と下方に断面コの字状取付片を有する支柱継手
部材を、前後に対状として各支柱の頂部に固着
し、桁の左右両側下部に下方に段差部を置いて円
弧状凸面の係合突起を形成した桁継手部材を固着
し、支柱継手部材の軸受部の上端と水平状態にお
ける係合突起の段差部との間に遊隙を存らしめ
て、支柱継手部材の軸受部と桁継手部材の係合突
起を嵌合し、支柱継手部材の軸受部と桁継手部材
の係合突起との同心位置にピン軸を挿入し、前記
ピン軸をねじ止めして両継手部材を一体的に定着
したことを特徴とする組立式雨除け構築物。
In a structure in which vertical columns are erected in a rectangular position, girders are placed horizontally on the tops of the columns in the left and right direction, and roofing materials are applied to the tops of the girders in the front and rear positions.
A pair of columns with different heights in the left and right positions are provided as a pair in the front and rear, and each column is paired with a column joint member having a bearing part with an arcuate concave surface on the upper inner side and a U-shaped cross-sectional mounting piece on the lower part. A spar joint member is fixed to the top of the spar joint member, and a spar joint member is secured to the upper end of the bearing part of the column joint member in a horizontal state, and a step part is placed downward on the lower left and right sides of the spar to form an engaging protrusion with an arcuate convex surface. The bearing part of the strut joint member and the engagement protrusion of the spar joint member are fitted together with a clearance between the step part of the protrusion, and the bearing part of the strut joint member and the engagement protrusion of the spar joint member are fitted. 1. A prefabricated rain protection structure, characterized in that both joint members are integrally fixed by inserting a pin shaft at a concentric position and screwing the pin shaft.
JP8818083U 1983-06-08 1983-06-08 Prefabricated rain protection structure Granted JPS59192502U (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP8818083U JPS59192502U (en) 1983-06-08 1983-06-08 Prefabricated rain protection structure

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP8818083U JPS59192502U (en) 1983-06-08 1983-06-08 Prefabricated rain protection structure

Publications (2)

Publication Number Publication Date
JPS59192502U JPS59192502U (en) 1984-12-20
JPH0223686Y2 true JPH0223686Y2 (en) 1990-06-28

Family

ID=30218089

Family Applications (1)

Application Number Title Priority Date Filing Date
JP8818083U Granted JPS59192502U (en) 1983-06-08 1983-06-08 Prefabricated rain protection structure

Country Status (1)

Country Link
JP (1) JPS59192502U (en)

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
DE2725575A1 (en) * 1977-06-07 1978-12-21 Karl Hehl DEVICE FOR THE ALTERNATE CONNECTION OF A MANOMETER TO DIFFERENT PRESSURE MEASURING POINTS
JPS6128841Y2 (en) * 1981-06-16 1986-08-26
JPS584998U (en) * 1981-07-01 1983-01-13 太昭農工機株式会社 Shiitake mushroom drying device
JPS5881226U (en) * 1981-11-28 1983-06-01 ナショナル住宅産業株式会社 roof structure

Also Published As

Publication number Publication date
JPS59192502U (en) 1984-12-20

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