JPS63279727A - Built-in substructure - Google Patents
Built-in substructureInfo
- Publication number
- JPS63279727A JPS63279727A JP62113771A JP11377187A JPS63279727A JP S63279727 A JPS63279727 A JP S63279727A JP 62113771 A JP62113771 A JP 62113771A JP 11377187 A JP11377187 A JP 11377187A JP S63279727 A JPS63279727 A JP S63279727A
- Authority
- JP
- Japan
- Prior art keywords
- built
- long rod
- long
- foundation according
- greenhouse
- 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.)
- Pending
Links
- 238000003780 insertion Methods 0.000 claims abstract description 6
- 238000010276 construction Methods 0.000 claims abstract description 5
- 239000000463 material Substances 0.000 claims description 11
- 238000005260 corrosion Methods 0.000 claims description 5
- 230000007797 corrosion Effects 0.000 claims description 5
- 230000037431 insertion Effects 0.000 claims description 5
- 229910001220 stainless steel Inorganic materials 0.000 claims description 4
- 239000010935 stainless steel Substances 0.000 claims description 4
- 230000003014 reinforcing effect Effects 0.000 claims description 2
- 125000000391 vinyl group Chemical group [H]C([*])=C([H])[H] 0.000 abstract description 4
- 229920002554 vinyl polymer Polymers 0.000 abstract description 4
- 239000004576 sand Substances 0.000 abstract description 3
- 230000015572 biosynthetic process Effects 0.000 abstract 1
- 229920003023 plastic Polymers 0.000 description 5
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 3
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 description 3
- 238000010586 diagram Methods 0.000 description 2
- 239000003337 fertilizer Substances 0.000 description 2
- 238000009434 installation Methods 0.000 description 2
- 239000002184 metal Substances 0.000 description 2
- 229910052751 metal Inorganic materials 0.000 description 2
- 239000002689 soil Substances 0.000 description 2
- 238000003466 welding Methods 0.000 description 2
- 238000005452 bending Methods 0.000 description 1
- 238000007796 conventional method Methods 0.000 description 1
- 230000003247 decreasing effect Effects 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- -1 gravel Substances 0.000 description 1
- 239000007788 liquid Substances 0.000 description 1
- 150000002739 metals Chemical class 0.000 description 1
- 238000005554 pickling Methods 0.000 description 1
- 239000011347 resin Substances 0.000 description 1
- 229920005989 resin Polymers 0.000 description 1
- 239000007787 solid Substances 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
Abstract
Description
【発明の詳細な説明】
［産業上の利用分野］
本発明はビルトイン式基礎に関する。本発明は温室ビニ
ールハウス、標識等の基礎として使用されるビルトイン
式基礎に利用することができる。DETAILED DESCRIPTION OF THE INVENTION Field of the Invention The present invention relates to built-in foundations. The present invention can be used for built-in foundations used as foundations for greenhouse greenhouses, signs, etc.
［従来の技術］
温室ビニールハウス等において使用される基礎は、一般
的に、第６図にしめすように、一方向にのびる長棒１０
０と、長棒１００に結合したコンクリート製の境部１０
１とで形成されている。この境部１０１は、その重量が
８０〜１５０Ｋｃｘ程度であり、そ漬容積もかなり大き
い。そしてコンクリート製の境部１０１が入る穴を地盤
に多数個掘り、各穴に境部１０１を納めた状態でその穴
に土砂等を装填し、更に、各長棒１００の他端に温室ビ
ニールハウスなどの支柱を取付けることにしている。[Prior Art] The foundation used in greenhouse greenhouses, etc. generally consists of long rods 10 extending in one direction, as shown in Figure 6.
0 and a concrete boundary 10 connected to the long bar 100
It is formed by 1. The weight of this boundary part 101 is about 80 to 150 Kcx, and its pickling volume is also quite large. Then, a large number of holes are dug in the ground for the concrete boundaries 101 to be inserted into, and with the boundaries 101 placed in each hole, earth and sand etc. are loaded into the holes. We are planning to install supports such as:
［発明が解決しようとする問題点］
ところで上記した基礎では、コンクリート製の境部１０
１が納まる大きな穴を掘る作業に強いられる。温室ビニ
ールハウスでは、その支柱が多数個あるため、穴も多数
個掘らねばならず、穴掘り作業は容易でない。しかもコ
ンクリート製の境部１０１の重量はかなりおもいため、
作業者の手作業で境部１０１を持運ぶことは、相当な労
力を要する。そのため、作業能率の向上には限界があっ
た。[Problems to be solved by the invention] By the way, in the above-mentioned foundation, the concrete boundary 10
They are forced to dig a big hole that can accommodate 1. Since greenhouse greenhouses have many supports, many holes must be dug, and the digging work is not easy. Moreover, since the concrete boundary 101 is quite heavy,
It requires considerable effort for the worker to manually carry the border 101. Therefore, there was a limit to the improvement of work efficiency.
−３一
本発明は上記した実情に鑑みなされたものであり、その
目的は、作業性を向上させたビルトイン式基礎を提供す
るにある。-31 The present invention was made in view of the above-mentioned circumstances, and its purpose is to provide a built-in foundation with improved workability.
［問題点を解決するための手段］
本発明にかかるビルトイン式基礎は、一端が地盤中に進
入する進入部となる一方向に伸びる長棒と、長棒の中間
部にこれとほぼ直交して固着され長棒の両側にのびる少
なくとも１個のアーム部と、長棒の他端部分に固着され
構築物支柱が取付けられる取付は部と、からなることを
特徴とするものである。[Means for Solving the Problems] The built-in foundation according to the present invention includes a long bar extending in one direction, one end of which serves as an entry portion that penetrates into the ground, and a middle part of the long bar extending substantially perpendicularly thereto. The invention is characterized in that it comprises at least one arm part that is fixed and extends on both sides of the long bar, and a mounting part that is fixed to the other end of the long bar and to which the construction support is attached.
長棒は、耐抗は性、強度確保、価格などのを考慮すると
、鉄筋部材で形成することが望ましい。It is desirable that the long bar be made of a reinforcing steel material in consideration of resistance, strength, cost, etc.
鉄筋部材の表面の凹凸が耐抗は性の確保に効果的だから
である。また、長棒を鉄筋部材で形成すると、打設時の
曲り抑制に有利である。特殊な例では長棒の進入部は二
股状、フォーク状にされていてもよい。通常、長棒の他
端が、ハンマーなどで打設される打設部となる。長棒は
、中空状、中実状を問わない。This is because unevenness on the surface of reinforcing steel members is effective in ensuring resistance. Further, forming the long bar from a reinforcing member is advantageous in suppressing bending during driving. In special cases, the entry portion of the long rod may be bifurcated or forked. Usually, the other end of the long bar serves as the driving part that is driven with a hammer or the like. The long rod may be hollow or solid.
アーム部、取付は部はチャンネル材またはアングル材で
形成することができる。長棒、アーム部および取付は部
の少なくとも一方は、ステンレス鋼などの耐食材料で形
成されていることが望ましい。温室ハウス栽培では、肥
料、水、土壌等の関係上、金属が腐蝕しやすい環境にあ
るからである。The arm part and the mounting part can be formed of channel material or angle material. Preferably, at least one of the long rod, the arm portion, and the mounting portion is made of a corrosion-resistant material such as stainless steel. This is because greenhouse cultivation is in an environment where metals are susceptible to corrosion due to fertilizer, water, soil, etc.
場合によっては、耐食性を確保すべく、アーム部、長棒
、取付は部の少なくとも一方は、金属に樹脂被膜をコー
ティングしたもの使用してもよい。In some cases, in order to ensure corrosion resistance, at least one of the arm portion, the long rod, and the mounting portion may be made of metal coated with a resin film.
取付参り部には、長棒の軸芯方向に所定の間隔を隔てた
ボルト挿通孔を形成することができる。ボルト挿通孔に
通したボルトを介して温室ビニールハウスの支柱などを
取付は部に取付けることができる。また、取付は部は、
長棒につば状に固着されたプレート部と、該プレート部
から該長棒の軸芯方向とほぼ平行にのび温室ビニールハ
ウスなどの構築物支柱がはめこまれるパイプ部と、で形
成することができる。Bolt insertion holes can be formed in the mounting portion at predetermined intervals in the axial direction of the long rod. Supports for greenhouse plastic greenhouses, etc. can be attached to the mounting section via bolts passed through the bolt insertion holes. In addition, the installation part is
It can be formed by a plate portion fixed to a long rod in a brim shape, and a pipe portion extending from the plate portion approximately parallel to the axial direction of the long rod and into which a support for a structure such as a greenhouse plastic greenhouse is fitted. .
アーム部は、埋没時に抜は止めを図るためのものであり
、十文字状態に２個長棒に固着することができる。場合
によっては、アーム部は長棒を中心として放射状に多数
個固着することもできる。The arm portion is to prevent the device from being pulled out when the device is buried, and can be fixed to two long rods in a cross pattern. In some cases, a plurality of arm portions may be fixed radially around the long rod.
［実施例］
本発明にかかるビルトイン式基礎を温室ビニールハウス
の基礎に適用した場合について説明する。[Example] A case will be described in which the built-in foundation according to the present invention is applied to the foundation of a greenhouse greenhouse.
本実施例にかかるビルトイン式基礎は、一端が地盤中に
進入する進入部１０となり他端がハンマーなどで打設さ
れる打設部１１となる一方向に伸びる長棒１と、長棒１
の中間部にこれとほぼ直交して固着され長棒１の両側に
のびる２個のアーム部２と、長棒１の他端部分に固着さ
れ温室ビニールハウス支柱４が取付けられる取付は部３
と、からなる。The built-in foundation according to this embodiment includes a long bar 1 extending in one direction, one end of which serves as an entry section 10 that enters into the ground, and the other end that serves as a driving section 11 that is driven with a hammer or the like.
There are two arm parts 2 which are fixed to the middle part of the long bar 1 to extend almost perpendicularly thereto, and a mounting part 3 which is fixed to the other end of the long bar 1 and has a greenhouse greenhouse support 4 attached thereto.
It consists of and.
長棒１は、強度確保、価格などを考慮し、表面に凹凸が
ある鉄筋部材で形成されている。アーム部２、取付は部
３は、ステンレス鋼のアングル材で形成されており、長
棒１に溶接で固着されている。アーム部１、取付は部３
をステンレス鋼のアングル材で形成したのは、温室ビニ
ールハウス栽培は、肥料、水、土壌等の関係上、腐蝕し
やすい環境にあるからである。したがって本実施例では
長期間経過後でも、温室ビニールハウスの基礎強度の低
下防止に有利である。本実施例ではアーム部２は、十文
字状に２個固着されている。The long bar 1 is made of a reinforcing steel member with an uneven surface in consideration of ensuring strength and cost. The arm part 2 and the attachment part 3 are formed of stainless steel angle material, and are fixed to the long rod 1 by welding. Arm part 1, installation part 3
The reason why it was made of stainless steel angle material is because greenhouse cultivation in greenhouses is an environment that is prone to corrosion due to the presence of fertilizers, water, soil, etc. Therefore, this embodiment is advantageous in preventing the foundation strength of the greenhouse greenhouse from decreasing even after a long period of time. In this embodiment, two arm portions 2 are fixed in a cross shape.
取付は部３は、長棒１の軸芯方向に所定の間隔を隔てた
ボルト挿通孔３０をもつ。The mounting portion 3 has bolt insertion holes 30 spaced apart at predetermined intervals in the axial direction of the long rod 1.
さて、実施例にかかるビルトイン式基礎を使用するにあ
たっては、先ず、第３図にしめすように地盤に穴Ｇ１を
掘る。この穴Ｇ１の深さは、浅く、はぼ取付は部３から
アーム部２までの高さで足りる。そして長棒１の打設部
１１をハンマーなどで叩き、進入部１０を地盤中の穴Ｇ
１の面からその地盤に進入させる。掘った穴Ｇ１の面に
アーム部３が近接したら、打設を止め、その穴Ｇ１に土
砂、砂利、場合によってはコンクリートなどを装填する
。このようにして本実施例にかかるビルトイン式基礎は
、地盤中に埋設される。To use the built-in foundation according to the embodiment, first, a hole G1 is dug in the ground as shown in FIG. The depth of this hole G1 is shallow, and the height from part 3 to arm part 2 is sufficient for dowel mounting. Then, hit the driving part 11 of the long bar 1 with a hammer or the like, and insert the entry part 10 into the hole G in the ground.
Enter the ground from side 1. When the arm portion 3 comes close to the surface of the dug hole G1, the pouring is stopped and the hole G1 is filled with earth, sand, gravel, concrete, etc. as the case may be. In this way, the built-in foundation according to this embodiment is buried in the ground.
温室ビニールハウス支柱４０は、取付は部３のボルト挿
通孔３０に通したボルト３１にナツト３２を螺合し、本
実施例にかかるビルトイン式基礎に取付けられている。The greenhouse plastic house pillars 40 are attached to the built-in foundation according to this embodiment by screwing nuts 32 onto bolts 31 passed through the bolt insertion holes 30 of the part 3.
尚第２図にしめすように、温室ビニールハウス４は縦に
のびる支柱４ｏと横にのびる支柱４１と、支柱４０．４
１に張られたビニール４２と、で形成されている。As shown in Fig. 2, the greenhouse greenhouse 4 has vertically extending supports 4o, horizontally extending supports 41, and supports 40.4.
1 and a vinyl 42 stretched over the top.
上記のように構成した本実施例にかかるビルトイン式基
礎では、長棒１の打設部１１の打設を介して、ビルトイ
ン式基礎を地盤中に簡便に埋設することができる。しか
もアーーム部２が横方向にのびているため、耐液は性も
確保できる。したがって、境部１０１のほぼ全体が納ま
る程の深い大きな穴を掘っていた従来に比較して、アー
ム部２が納まる程の浅い穴Ｇ１を掘るだけで足りる。し
かも本実施例にかかるビルトイン式基礎は軽量のため、
持ち運びに簡便である。故に温室ビニールハウスの基礎
を形成する作業性を向上させることができる。In the built-in type foundation according to this embodiment configured as described above, the built-in type foundation can be easily buried in the ground by driving the driving portion 11 of the long bar 1. Moreover, since the arm portion 2 extends laterally, liquid resistance can also be ensured. Therefore, compared to the conventional method in which a large hole deep enough to fit almost the entire boundary part 101 is dug, it is sufficient to dig a hole G1 shallow enough to fit the arm part 2. Moreover, since the built-in foundation according to this example is lightweight,
Easy to carry. Therefore, the workability of forming the foundation of a greenhouse greenhouse can be improved.
又第４図に示す実施例のように、取付は部７をチャンネ
ル状にしてもよい。この場合には、チャンネル状の取付
は部７の内面に長棒１を溶接により固着している。そし
て、取付は部７に形成した− ８ 一
孔７０に通したボルト７１と、ボルト７１に螺合したナ
ツト７２とで、温室ビニールハウス支柱４０取りつけら
れている。Further, as in the embodiment shown in FIG. 4, the mounting portion 7 may be formed into a channel shape. In this case, the channel-shaped attachment is achieved by fixing the long rod 1 to the inner surface of the section 7 by welding. The greenhouse plastic house support 40 is attached using a bolt 71 passed through a -8 hole 70 formed in the part 7 and a nut 72 screwed onto the bolt 71.
また、第５図−に示す実施例のように、取付は部８は、
長棒１につば状に固着されたプレート部８０と、プレー
ト部８０から長棒１の軸芯方向とほぼ平行にのび温室ビ
ニールハウスなどの構築物支柱がはめこまれるパイプ部
８２と、で形成することもできる。In addition, as in the embodiment shown in FIG. 5, the mounting portion 8 is
It is formed by a plate portion 80 fixed to the long rod 1 in a brim shape, and a pipe portion 82 extending from the plate portion 80 substantially parallel to the axial direction of the long rod 1 and into which a support for a structure such as a greenhouse plastic greenhouse is fitted. You can also do that.
尚、上記した実施例では温室ビニールハウス用の基礎に
適用した場合であるが、これに限らず、交通標識または
他の標識の基礎としても使用してもよいことは、勿論で
ある。その池水発明にががるビルトイン式基礎は上記し
た各実施例に限られるものではなく、要旨を逸脱しない
範囲内で適宜変更できることは勿論である。In the above-described embodiment, the present invention is applied to a foundation for a greenhouse greenhouse, but the present invention is not limited to this, and it goes without saying that the present invention may also be used as a foundation for a traffic sign or other sign. It goes without saying that the built-in foundation according to the pond water invention is not limited to the embodiments described above, and can be modified as appropriate without departing from the scope of the invention.
［発明の効果］
以上説明したように本発明にががるビルトイン式基礎で
は、温室ビニールハウスなどの構築物の基礎形成の作業
性を向上させることができる。[Effects of the Invention] As explained above, the built-in foundation according to the present invention can improve the workability of forming a foundation for a structure such as a greenhouse or greenhouse.
図面は本発明にかかるビルトイン式基礎の一実施例を示
し、第１図は斜視図、第２図はビルトイン式基礎で組付
けた温室ビニールハウスビニールハウスの側面図、第３
図はビルトイン式基礎を埋設した状態の説明図、第４図
は他の実施例にかかるビルトイン式基礎の要部の横断面
図、第５図は他の実施例にかかるビルトイン式基礎の斜
視図である。第６図は従来の説明図である。
図中、１は長棒、１０は進入部、１１は打設部、２はア
ーム部、３は取付は部、４は温室ビニールハウス支柱（
構築物支柱）を示す。The drawings show an embodiment of the built-in type foundation according to the present invention, and FIG. 1 is a perspective view, FIG. 2 is a side view of a greenhouse greenhouse assembled with the built-in type foundation, and FIG.
The figure is an explanatory diagram of the built-in type foundation buried, Figure 4 is a cross-sectional view of the main part of the built-in type foundation according to another embodiment, and Figure 5 is a perspective view of the built-in type foundation according to another embodiment. It is. FIG. 6 is a conventional explanatory diagram. In the figure, 1 is a long rod, 10 is an entrance part, 11 is a pouring part, 2 is an arm part, 3 is a mounting part, 4 is a greenhouse greenhouse support (
construction support).
Claims (7)
びる長棒と、 該長棒の中間部にこれとほぼ直交して固着され該長棒の
両側にのびる少なくとも１個のアーム部と、 該長棒の他端部分に固着され構築物支柱が取付けられる
取付け部と、からなることを特徴とする。 ビルトイン式基礎。(1) A long bar extending in one direction, one end of which serves as an entry section for entering the ground, and at least one arm part fixed to the middle part of the long bar substantially orthogonally thereto and extending on both sides of the long bar. and a mounting portion that is fixed to the other end of the long rod and to which a construction support is attached. Built-in foundation.
されている特許請求の範囲第１項記載のビルトイン式基
礎。(2) The built-in foundation according to claim 1, wherein the arm portion is formed of channel material or angle material.
は、ステンレス鋼などの耐食材料で形成されている特許
請求の範囲第１項記載のビルトイン式基礎。(3) The built-in foundation according to claim 1, wherein at least one of the long rod, the arm portion, and the attachment portion is made of a corrosion-resistant material such as stainless steel.
たボルト挿通孔をもつアングル材またはチャンネル材で
形成されている特許請求の範囲第１項記載のビルトイン
式基礎。(4) The built-in type foundation according to claim 1, wherein the mounting portion is formed of an angle material or a channel material having bolt insertion holes spaced at predetermined intervals in the axial direction of the long rod.
部と、該プレート部から該長棒の軸芯方向とほぼ平行に
のび構築物支柱がはめこまれるパイプ部と、で形成され
ている特許請求の範囲第１項記載のビルトイン式基礎。(5) The attachment portion is formed by a plate portion fixed to the long rod in a collar shape, and a pipe portion extending from the plate portion approximately parallel to the axial direction of the long rod and into which the construction support is fitted. A built-in foundation according to claim 1.
する特許請求の範囲第１項記載のビルトイン式基礎。(6) The built-in foundation according to claim 1, wherein the long bar is made of a reinforcing member.
る特許請求の範囲第１項記載のビルトイン式基礎。(7) The built-in foundation according to claim 1, wherein the arm portion is fixed to two long rods in a cross shape.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP62113771A JPS63279727A (en) | 1987-05-11 | 1987-05-11 | Built-in substructure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP62113771A JPS63279727A (en) | 1987-05-11 | 1987-05-11 | Built-in substructure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPS63279727A true JPS63279727A (en) | 1988-11-16 |
Family
ID=14620716
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP62113771A Pending JPS63279727A (en) | 1987-05-11 | 1987-05-11 | Built-in substructure |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS63279727A (en) |
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101156363B1 (en) | 2010-12-28 | 2012-06-13 | 이광영 | Construction method of spiral steel pipe |
| JP2021116648A (en) * | 2020-01-29 | 2021-08-10 | 日本鉄塔工業株式会社 | Under-bracing for columnar object installation |
-
1987
- 1987-05-11 JP JP62113771A patent/JPS63279727A/en active Pending
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR101156363B1 (en) | 2010-12-28 | 2012-06-13 | 이광영 | Construction method of spiral steel pipe |
| JP2021116648A (en) * | 2020-01-29 | 2021-08-10 | 日本鉄塔工業株式会社 | Under-bracing for columnar object installation |
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