JPS6252109B2 - - Google Patents
Info
- Publication number
- JPS6252109B2 JPS6252109B2 JP56092853A JP9285381A JPS6252109B2 JP S6252109 B2 JPS6252109 B2 JP S6252109B2 JP 56092853 A JP56092853 A JP 56092853A JP 9285381 A JP9285381 A JP 9285381A JP S6252109 B2 JPS6252109 B2 JP S6252109B2
- Authority
- JP
- Japan
- Prior art keywords
- frame
- foundation
- simple structure
- concrete
- main body
- 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
Links
- 238000000034 method Methods 0.000 claims description 4
- 229910052751 metal Inorganic materials 0.000 description 5
- 239000002184 metal Substances 0.000 description 5
- 238000005266 casting Methods 0.000 description 4
- 238000009434 installation Methods 0.000 description 4
- 210000000988 bone and bone Anatomy 0.000 description 3
- 238000010276 construction Methods 0.000 description 3
- 238000003780 insertion Methods 0.000 description 3
- 230000037431 insertion Effects 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 229910052782 aluminium Inorganic materials 0.000 description 1
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 description 1
- 239000004568 cement Substances 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 230000003014 reinforcing effect Effects 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Classifications
-
- Y—GENERAL TAGGING OF NEW TECHNOLOGICAL DEVELOPMENTS; GENERAL TAGGING OF CROSS-SECTIONAL TECHNOLOGIES SPANNING OVER SEVERAL SECTIONS OF THE IPC; TECHNICAL SUBJECTS COVERED BY FORMER USPC CROSS-REFERENCE ART COLLECTIONS [XRACs] AND DIGESTS
- Y02—TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
- Y02A—TECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
- Y02A40/00—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
- Y02A40/10—Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in agriculture
- Y02A40/25—Greenhouse technology, e.g. cooling systems therefor
Landscapes
- Greenhouses (AREA)
- Foundations (AREA)
Description
【発明の詳細な説明】
本発明は温室、車庫、物置等に供する簡易構造
物の建付け方法に関する。DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a method for constructing a simple structure for a greenhouse, a garage, a storeroom, etc.
従来、この種簡易構造物であつては、鉄筋や基
礎杭等を基礎コンクリートで固めて地面に造成し
た基礎中にアンカー金具を打込み、アルミニウム
製等の簡易構造物本体を該アンカー金具に結着し
て基礎上に該本体を設置しており、簡易構造物で
あるにもかかわらずその建付け工事が煩雑且つ手
数を要し、従つてコスト高となり、特に簡易構造
物の鉛直度を出すためには慎重且つ精密な基礎造
成を要すると共に、該基礎上での簡易構造物の鉛
直姿勢設置作業に専門熟練技術を必要とし、従つ
て素人では簡易構造物の建付けが困難である欠点
があつた。 Conventionally, for this type of simple structure, anchor metal fittings were driven into the foundation created in the ground by hardening reinforcing bars, foundation piles, etc. with basic concrete, and the main body of the simple structure made of aluminum or the like was tied to the anchor metal fittings. The main body is installed on the foundation, and although it is a simple structure, the construction work is complicated and time-consuming, resulting in high costs. In addition to requiring careful and precise foundation preparation, specialized and skilled techniques are also required to install the simple structure in a vertical position on the foundation, which has the disadvantage that it is difficult for amateurs to erect the simple structure. Ta.
本発明はかかる点に鑑みてなされたものであ
り、以下その一実施例を図面に基づき説明する
と、第１図は金属製の第１の基礎骨枠用ユニツト
Ａを示し、該ユニツトＡは上下の横桟１ａ，１ｂ
と左右の竪桟２ａ，２ｂとを溶接して連結した矩
形枠３からなり、この矩形枠３の各内角部４…が
正しく直角に角度出しされている。又第２図は金
属製の第２の基礎骨枠用ユニツトＢであつて、左
右一対の鉛直支杆５ａ，５ｂと、上下の横桟６
ａ，６ｂとを溶接して連結した矩形枠７からな
り、この矩形枠７の各内角部８…が正しく直角に
角度出しされていると共に、鉛直支杆５ａ，５ｂ
は横桟６ａ，６ｂよりも上下に突出されてて、上
方突出部分が簡易構造物９における支柱１０の差
込み用受支部１１とされ、下方突出部分が接地脚
１２とされている。更に此等ユニツトＡ，Ｂの各
竪桟２ａ，２ｂおよび鉛直支杆５ａ，５ｂにボル
ト挿通孔１３，１４が貫設されると共に、各ユニ
ツトＡ，Ｂの各竪桟１ａ，１ｂ，６ａ，６ｂの両
外側面に横桟長手方向適当間隔おきにコンクリー
ト仮枠締結用螺子杆１５…が溶接して突設されて
いる。第３図はそのコンクリート仮枠締結用螺子
杆１５の拡大図であつて、１５ａは該螺子杆根元
の止溝を示している。しかして第１と第２の基礎
骨枠ユニツトＡとＢは両者を直角に突合わせ且つ
上記竪桟２ａまたは２ｂと鉛直支杆５ａまたは５
ｂのボルト挿通孔１３，１４を利用してボルト連
結１６する操作によつて両ユニツトＡ，Ｂを２体
ずつ四囲枠状に連結して第４図の如く基礎骨枠１
７が組立てられる。しかるのち、該基礎骨枠１７
を地面１８上に設置して水平レベル出しを行な
う。この水平レベル出しは、第１の基礎骨枠ユニ
ツトＡにおける矩形枠３の内角部４…が正しく直
角に角度出しされており、又第２の基礎骨枠ユニ
ツトＢにおける矩形枠７の内角部８が正しく直角
に角度出しされているから、第１の基礎骨枠用ユ
ニツトＡとこれに直角方向に連結する第２の基礎
骨枠用ユニツトＢとの２体、即ち基礎骨枠１７の
連続する２辺の水平レベルを出せば該基礎骨枠１
７全体の水平レベル出しが行なわれる。その後に
各コンクリート仮枠締結用螺子杆１５…に止溝１
５までコン１９を嵌め、次に各ユニツトＡ，Ｂを
内外から挾んで位置させた一対のコンクリート打
設用仮枠２０，２０に上記螺子杆１５を通し且つ
その先端に締金具２１を螺着する。かく成せば各
コンクリート打設用仮枠２０，２０はコン１９と
締金具２１とに挾着固定されて、対向する一対の
コンクリート打設用仮枠２０，２０間には、基礎
骨枠１７を介在させたコンクリート打設用空間２
２が形成されるから、このコンクリート打設用空
間２２に第６図の如く基礎コンクリート２３を打
設する。この基礎コンクリート２３の打設は第１
の基礎骨枠用ユニツトＡの横桟１ａの上面、およ
び第２の基礎骨枠用ユニツトＢの横桟６ａの上面
がそれぞれ外部に露呈するようにして行ない、し
かして基礎コンクリート２３の硬化後にコンクリ
ート打設用仮枠２０，２０を取外し且つコン１９
…を抜去したるのち、各コンクリート仮枠締結用
螺子杆１５をその止溝１５ａから折取り、その後
の空孔にセメント２４を充填する（第８図）。そ
して、別製作されている簡易構造物本体９を、そ
の支柱１０…を基礎コンクリート２３から突出し
ている鉛直支杆５ａ，５ｂの差込み用受支部１１
に嵌着させて前記横桟１ａ，６ａ上に設置する。
これによつて簡易構造物本体９は支柱１０と鉛直
支杆５ａ，５ｂとの嵌着によつて固定的に支持さ
れるに至り、又支柱１０，１０間では下部フレー
ム２５が突張り支持するので、横方向のガタツキ
が抑止される。又、基礎骨枠１７が正確に水平レ
ベル出しされているから簡易構造物本体９は上記
設置に伴なつて鉛直姿勢に自動的に維持されるこ
とになる。 The present invention has been made in view of these points, and one embodiment thereof will be described below based on the drawings. Fig. 1 shows a first basic frame unit A made of metal, and the unit A has upper and lower parts. horizontal bars 1a, 1b
It consists of a rectangular frame 3 in which a left and right vertical bar 2a, 2b are welded and connected, and each inner corner part 4 of this rectangular frame 3 is properly angled at right angles. FIG. 2 shows a second base frame unit B made of metal, which includes a pair of left and right vertical support rods 5a, 5b, and upper and lower horizontal beams 6.
It consists of a rectangular frame 7 which is connected by welding to the vertical support rods 5a and 6b, and each inner corner 8 of this rectangular frame 7 is properly angled at right angles, and the vertical support rods 5a and 5b
is projected upward and downward from the horizontal beams 6a and 6b, and the upwardly projecting portion serves as a receiving portion 11 for insertion of the support column 10 in the simple structure 9, and the downwardly projecting portion serves as a grounding leg 12. Furthermore, bolt insertion holes 13 and 14 are provided through each of the vertical bars 2a and 2b and vertical supports 5a and 5b of these units A and B, and each of the vertical bars 1a, 1b, 6a and Screw rods 15 for fastening concrete temporary frames are welded and protruded from both outer surfaces of the horizontal beam 6b at appropriate intervals in the longitudinal direction of the horizontal beam. FIG. 3 is an enlarged view of the screw rod 15 for fastening the concrete temporary frame, and 15a indicates a stop groove at the base of the screw rod. Thus, the first and second basic frame units A and B are butted at right angles, and are connected to the vertical beam 2a or 2b and the vertical support rod 5a or 5.
By connecting bolts 16 using the bolt insertion holes 13 and 14 of b, two units A and B are connected in a four-encircling frame shape, and the basic frame 1 is assembled as shown in FIG.
7 is assembled. After that, the basic frame 17
is installed on the ground 18 and leveled horizontally. This horizontal leveling is achieved by ensuring that the inner corners 4 of the rectangular frame 3 in the first basic bone frame unit A are correctly angled at right angles, and the inner corners 8 of the rectangular frame 7 in the second basic bone frame unit B are correctly angled at right angles, the first base frame unit A and the second base frame unit B connected at right angles to this, that is, the base frame 17 is continuous. If you take out the horizontal level of the two sides, the basic frame 1
Horizontal leveling of the entire 7 is performed. After that, stop groove 1 is placed in each screw rod 15 for fastening the temporary concrete frame.
5, and then pass the screw rod 15 through a pair of temporary concrete casting frames 20 and 20, which are placed between the units A and B from the inside and outside, and screw the fastener 21 onto the tip of the screw rod 15. do. In this way, each temporary concrete casting frame 20, 20 is clamped and fixed to the cone 19 and the fastener 21, and the foundation frame 17 is inserted between the pair of opposing temporary concrete casting frames 20, 20. Interposed concrete placement space 2
2 is formed, foundation concrete 23 is placed in this concrete placement space 22 as shown in FIG. This foundation concrete 23 is placed in the first stage.
The upper surface of the horizontal beam 1a of the second foundation frame unit A and the upper surface of the horizontal beam 6a of the second foundation frame unit B are exposed to the outside, and after the foundation concrete 23 has hardened, the concrete Remove the temporary pouring frames 20, 20 and remove the concrete 19.
... are removed, each screw rod 15 for fastening the temporary concrete frame is broken off from its retaining groove 15a, and the remaining holes are filled with cement 24 (FIG. 8). Then, a separately manufactured simple structure main body 9 is installed, and its supports 10 are inserted into the vertical supports 5a and 5b that protrude from the foundation concrete 23.
and installed on the horizontal beams 1a and 6a.
As a result, the simple structure main body 9 is fixedly supported by the fitting between the column 10 and the vertical support rods 5a and 5b, and the lower frame 25 is supported with tension between the columns 10 and 10. Therefore, lateral wobbling is suppressed. Further, since the basic frame 17 is accurately leveled horizontally, the simple structure main body 9 is automatically maintained in a vertical posture during the above-mentioned installation.
尚、好ましくは簡易構造物本体９の下部フレー
ム２５を基礎骨枠１７の各横桟１ａ，６ａにボル
ト結合等で固着して、簡易構造物本体９の上下方
向のガタツキが抑止するものとする。更に基礎骨
枠１７に対する簡易構造物本体９の取付け設置は
基礎骨枠１７の水平レベル出し後、又は基礎コン
クリート２３の打設前、もしくは打設後に行なつ
ても良い。 Preferably, the lower frame 25 of the simple structure main body 9 is fixed to each of the horizontal beams 1a and 6a of the basic frame 17 by bolts, etc., to prevent the simple structure main body 9 from shaking in the vertical direction. . Furthermore, the simple structure body 9 may be attached to the foundation frame 17 after the foundation frame 17 is leveled, or before or after the foundation concrete 23 is poured.
以上詳述したように本発明は、各内角部が直角
に角度出しされた矩形枠からなる第１の基礎骨枠
用ユニツトと、同じく各内角部が直角に角度出し
された矩形枠であつて且つその両端上に鉛直支杆
が突設された第２の基礎骨枠用ユニツトとを、ボ
ルト連結して略四囲枠状の基礎骨枠を組立て、地
面上で該基礎骨枠の水平レベル出しを行なつたの
ち、該基礎骨枠を一対のコンクリート打設用仮枠
にて挾みつけ、且つ此等両仮枠間に基礎コンクリ
ートを打設して基礎骨枠を埋設すると共に、上記
鉛直支杆に簡易構造物本体支柱を嵌着して基礎コ
ンクリート上に簡易構造物本体を設置するもので
あり、従来のようにアンカー金具を基礎コンクリ
ートに打込み、且つ該アンカー金具に簡易構造物
本体を結着させるような複雑な専門熟練技術を要
さないから、簡易構造物本体の取付け作業が簡略
化され、施工数も低減でき、作業性および経済性
が向上する。 As detailed above, the present invention provides a first basic bone frame unit comprising a rectangular frame with each inner corner angled at right angles, and a rectangular frame with each inner corner angled at right angles. A second foundation frame unit having vertical supports protruding from both ends is connected with bolts to assemble a foundation frame in the form of a substantially four-frame frame, and the foundation frame is leveled horizontally on the ground. After that, the foundation frame is sandwiched between a pair of temporary frames for concrete pouring, foundation concrete is poured between these temporary frames and the foundation frame is buried, and the vertical support is The main body of the simple structure is installed on the foundation concrete by fitting the pillars of the main body of the simple structure onto the rods, and unlike conventional methods, anchor fittings are driven into the foundation concrete and the main body of the simple structure is connected to the anchor fittings. Since no complicated specialized skills are required to install the structure, the installation work of the simple structure body is simplified, the number of construction works can be reduced, and workability and economic efficiency are improved.
しかも上記各基礎骨枠用ユニツトは予め工場生
産し、現場で此等ユニツトをボルト連結して基礎
骨枠に組立て、且つ基礎コンクリートに埋設使用
されるものであつて、該基礎骨枠が基礎コンクリ
ートの補強をなすと同時に簡易構造物本体の取付
用金物の機能を具現するから、従来のように基礎
コンクリートの打設に先立つて鉄筋を組んだり、
打設後に上記アンカー金具を打込んだりする多数
の煩雑な作業を必要とせず、一層作業性および経
済性が向上する。 Moreover, each of the above-mentioned foundation frame units is manufactured in advance in a factory, these units are connected with bolts and assembled into the foundation frame on site, and are buried in the foundation concrete. At the same time, it functions as a hardware for attaching the main body of a simple structure.
There is no need for a large number of complicated operations such as driving the anchor metal fittings after casting, and workability and economical efficiency are further improved.
又、第１と第２のそれぞれの基礎骨枠用ユニツ
トは矩形枠各内角部が直角に角度出しされている
から、基礎骨枠は地面上にて直角方向に連続する
２辺の水平レベル出しを行なうのみで全体の水平
レベル出しが行なえ、基礎造成作業が迅速且つ簡
易化すると共に、該基礎骨枠上に簡易構造物本体
を設置すれば、この簡易構造物本体の鉛直姿勢が
自動的に求められる。しかして該鉛直姿勢出しの
ための専門熟練技術を要さないから、素人でも比
較的簡単に簡易構造物を構築できるメリツトがあ
る。 In addition, since each of the first and second foundation frame units has a rectangular frame with each inner corner angled at right angles, the foundation frame can be horizontally leveled on two consecutive sides at right angles on the ground. The entire horizontal level can be leveled by simply doing this, making the foundation construction work quick and easy.If the main body of the simple structure is installed on the foundation frame, the vertical posture of the main body of the simple structure will be automatically adjusted. Desired. However, since specialized skills are not required for the vertical orientation, there is an advantage that even an amateur can construct a simple structure relatively easily.
加えて簡易構造物本体はその支柱を基礎骨枠の
鉛直支杆に嵌着して設置されるものであるから、
上記のように従来アンカー金物との煩雑且つ高度
な結着作業を要しないものであり乍ら、設置姿勢
における該本体のガタツキは阻止され、堅牢な簡
易構造物が得られる。 In addition, since the main body of the simple structure is installed by fitting its supports to the vertical support rods of the foundation frame,
As described above, the complicated and sophisticated bonding work with the conventional anchor hardware is not required, but the main body is prevented from wobbling in the installation position, and a simple and robust structure can be obtained.
図面は本発明の一実施例を示すもので、第１図
は第１の基礎骨枠用ユニツトの外観斜視図、第２
図は第２の基礎骨枠用ユニツトの外観斜視図、第
３図はその要部拡大図、第４図は基礎骨枠の外観
斜視図、第５図は建付け方法を示す動作説明図、
第６図はその要部縦断面図、第７図は建付け完了
状態を示す図、第８図はその要部縦断面図であ
る。
３，７…矩形枠、４，８…内角部、５ａ，５ｂ
…鉛直支杆、９…簡易構造物本体、１０…支柱、
１６…ボルト連結部、１７…基礎骨枠、１８…地
面、２０…コンクリート打設用仮枠、２３…基礎
コンクリート、Ａ，Ｂ…基礎骨枠用ユニツト。
The drawings show one embodiment of the present invention, and FIG. 1 is an external perspective view of a first basic frame unit, and FIG.
The figure is an external perspective view of the second basic frame unit, FIG. 3 is an enlarged view of its main parts, FIG. 4 is an external perspective view of the basic frame, and FIG. 5 is an operational explanatory diagram showing the erection method.
FIG. 6 is a longitudinal sectional view of the main part, FIG. 7 is a diagram showing the completed installation state, and FIG. 8 is a longitudinal sectional view of the main part. 3, 7... Rectangular frame, 4, 8... Inner corner, 5a, 5b
... Vertical support rod, 9 ... Simple structure main body, 10 ... Support column,
16...Bolt connection part, 17...Foundation frame, 18...Ground, 20...Temporary frame for concrete placement, 23...Foundation concrete, A, B...Foundation frame unit.
Claims (1)
なる第１の基礎骨枠用ユニツトと、同じく各内角
部が直角に角度出しされた矩形枠であつて且つそ
の両端上に鉛直支杆が突設された第２の基礎骨枠
用ユニツトとを、ボルト連結して略四囲枠状の基
礎骨枠を組立て、地面上で該基礎骨枠の水平レベ
ル出しを行なつたのち、該基礎骨枠を一対のコン
クリート打設用仮枠にて挾みつけ、且つ此等両仮
枠間に基礎コンクリートを打設して基礎骨枠を埋
設すると共に、上記鉛直支杆に簡易構造物本体支
柱を嵌着して基礎コンクリート上に簡易構造物本
体を設置することを特徴とする簡易構造物の建付
け方法。1 A first base frame unit consisting of a rectangular frame with each internal corner angled at right angles, and a rectangular frame with each internal corner angled at right angles, and vertical support rods on both ends thereof. The projecting second base frame unit is connected with bolts to assemble a base frame in the form of a substantially four-frame frame, and after leveling the base frame on the ground, The frame is sandwiched between a pair of temporary frames for concrete pouring, and foundation concrete is poured between these temporary frames to bury the foundation frame, and the simple structure body supports are fitted to the vertical support rods. 1. A method for constructing a simple structure, which comprises: installing the main body of the simple structure on the foundation concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP56092853A JPS57209343A (en) | 1981-06-15 | 1981-06-15 | Method of building simple structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP56092853A JPS57209343A (en) | 1981-06-15 | 1981-06-15 | Method of building simple structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS57209343A JPS57209343A (en) | 1982-12-22 |
| JPS6252109B2 true JPS6252109B2 (en) | 1987-11-04 |
Family
ID=14065980
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP56092853A Granted JPS57209343A (en) | 1981-06-15 | 1981-06-15 | Method of building simple structure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS57209343A (en) |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101063554B1 (en) | 2011-04-08 | 2011-09-07 | 주식회사 홀인원 | Construction method of variable green house structure |
-
1981
- 1981-06-15 JP JP56092853A patent/JPS57209343A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS57209343A (en) | 1982-12-22 |
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