JPH1018303A - Foundation structure for convenient building - Google Patents

Foundation structure for convenient building

Info

Publication number
JPH1018303A
JPH1018303A JP8175263A JP17526396A JPH1018303A JP H1018303 A JPH1018303 A JP H1018303A JP 8175263 A JP8175263 A JP 8175263A JP 17526396 A JP17526396 A JP 17526396A JP H1018303 A JPH1018303 A JP H1018303A
Authority
JP
Japan
Prior art keywords
base
ground
seat plate
basic structure
long material
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
Application number
JP8175263A
Other languages
Japanese (ja)
Other versions
JP3595070B2 (en
Inventor
Fumihide Matsuda
文英 松田
Yoshitaro Oyama
吉太郎 大山
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.)
M RAITO KK
Raito Kk M
Honda Motor Co Ltd
Original Assignee
M RAITO KK
Raito Kk M
Honda Motor Co Ltd
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 M RAITO KK, Raito Kk M, Honda Motor Co Ltd filed Critical M RAITO KK
Priority to JP17526396A priority Critical patent/JP3595070B2/en
Publication of JPH1018303A publication Critical patent/JPH1018303A/en
Application granted granted Critical
Publication of JP3595070B2 publication Critical patent/JP3595070B2/en
Anticipated expiration legal-status Critical
Expired - Fee Related legal-status Critical Current

Links

Classifications

    • YGENERAL 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
    • Y02TECHNOLOGIES OR APPLICATIONS FOR MITIGATION OR ADAPTATION AGAINST CLIMATE CHANGE
    • Y02ATECHNOLOGIES FOR ADAPTATION TO CLIMATE CHANGE
    • Y02A40/00Adaptation technologies in agriculture, forestry, livestock or agroalimentary production
    • Y02A40/10Adaptation technologies in agriculture, forestry, livestock or agroalimentary production in agriculture
    • Y02A40/25Greenhouse technology, e.g. cooling systems therefor

Landscapes

  • Greenhouses (AREA)
  • Foundations (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a column foundation structure for a convenient housing with a short construction period and excellent lateral load resistance. SOLUTION: A groove 40 is made in the ground and rubble stones 41, 41 are placed at preset positions in the groove 40. Semisolid materials 42, 42 such as mortars are put on the rubbel stones 41, 41. Seat plates 20 and supports 11 previously combined are put on the semisolid materials 42, 42. At this time, spike portions 22... are bitten into the semisolid materials 42, 42. A long material 30 such as a round bar or a pipe is passed through the supports 11, 11 and mounted therein and wedges 31, 31 are driven and fixed therein. The groove 40 is refilled with soil 43. In this way, the grounding portions 15 of the supports 11, the long material 30, the wedges 31 and the seat plates 20 are embedded in the ground. The supports 11 connected together at the grounding portions 15 with the long material 30 allows lateral load to be endured and the long material 30 simply fixed with the wedges 31 allows easy assembly and disassembly and a short construction period.

Description

【発明の詳細な説明】DETAILED DESCRIPTION OF THE INVENTION

【0001】[0001]

【発明の属する技術分野】本発明はビニールハウス、ベ
ース・ベンチ(鉢載せベンチ)などの簡易建築物の基礎
構造に関する。
BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a basic structure of a simple building such as a greenhouse, a base bench (a pot bench).

【0002】[0002]

【従来の技術】木造家屋では、布基礎と称する連続基礎
上に土台を介して柱を立てる。しかし、ビニールハウス
などの簡易ハウスでは一般に独立基礎に柱を立てる構造
を採用している。また、ベース・ベンチにおいては、コ
ンクリートブロックや角材を地面に置き、その上に載せ
るようにしている。
2. Description of the Related Art In a wooden house, columns are erected on a continuous foundation called a cloth foundation via a base. However, simple houses such as greenhouses generally adopt a structure in which pillars are built on an independent foundation. In the base bench, concrete blocks and timber are placed on the ground and placed on top of them.

【0003】[0003]

【発明が解決しようとする課題】しかし、独立基礎を構
築するには、地面掘削、型枠組み、コンクリート流し込
み、型枠撤去の施工を要し、工期が長くなる。また、ベ
ース・ベンチをコンクリートブロックや角材に載せるだ
けでは、横荷重に弱いという欠点がある。そこで、本発
明の目的は、簡易ハウスにおいて工期の短い柱基礎構
造、横荷重に強い柱基礎構造を提供することにある。
However, construction of an independent foundation requires ground excavation, formwork, concrete pouring, and formwork removal, which requires a long construction period. Further, simply placing the base bench on a concrete block or square timber has a disadvantage that it is vulnerable to lateral loads. Therefore, an object of the present invention is to provide a column foundation structure with a short construction period and a column foundation structure resistant to lateral loads in a simple house.

【0004】[0004]

【課題を解決するための手段】上記目的を達成するため
に請求項1は、複数本の支柱の下部の地中部に横孔を開
け、これらの横孔に長尺材を通し、且つ長尺材を固定す
るためのくさびを打ち込んで支柱同士を連結するととも
に地中部、長尺材及びくさびを地中に埋めたことを特徴
とする簡易建築物の基礎構造である。支柱同士を地中部
において長尺材で連結したので、横荷重に良好に耐え
る。長尺材をくさびで固定するだけであるから、組立て
及び解体が極めて容易となり、施工時間の短縮化が図れ
る。
In order to achieve the above object, a first aspect of the present invention is to form a horizontal hole in the underground portion of the lower part of the plurality of columns, pass a long material through these horizontal holes, and This is a basic structure of a simple building characterized by inserting a wedge for fixing a timber, connecting struts together, and burying an underground portion, a long material and a wedge in the ground. Since the struts are connected by a long material in the underground part, they withstand lateral loads well. Since the long material is simply fixed by wedges, assembly and disassembly become extremely easy, and the construction time can be reduced.

【0005】請求項2は、支柱の地中部の下端に十分に
大きな座板を固着し、この座板を介して基礎モルタルな
どの半固形物に支柱を載置する。地面に溝を掘り、溝の
底にモルタルなどの半固形物を置き、その上に座板を押
し当てることで、支柱を持たせることができ、施工が極
めて容易となり、施工時間も短くて済む。
According to a second aspect of the present invention, a sufficiently large seat is fixed to the lower end of the underground portion of the support, and the support is mounted on a semi-solid material such as a base mortar via the seat. Digging a groove in the ground, placing a semi-solid material such as mortar at the bottom of the groove, and pressing a seat plate on it, it is possible to have a pillar, making construction extremely easy and shortening the construction time .

【0006】請求項3は、座板に半固形物から滲み出す
水分等を抜くための開口を開けたことを特徴とする。座
板に開けた開口から水を抜くことができるとともに、半
固形物の一部を進入させて座板に強固に噛合させること
ができる。従って、半固形物の凝固時間が短縮できると
ともに、座板の水平強度が高まる。
A third aspect of the present invention is characterized in that an opening is provided in the seat plate for removing moisture or the like oozing out of the semi-solid material. Water can be drained from an opening formed in the seat plate, and a part of the semi-solid can enter and be firmly engaged with the seat plate. Therefore, the solidification time of the semi-solid can be shortened, and the horizontal strength of the seat plate increases.

【0007】請求項4は、座板を矩形板とし、4隅にス
パイク部を折り曲げ形成し、これらのスパイク部を半固
形物に噛合させることを特徴とする。スパイク部を半固
形物に噛合させたので、座板の地面に対する接着強度が
増す。
The fourth aspect is characterized in that the seat plate is a rectangular plate, and spike portions are formed by bending at four corners, and these spike portions are meshed with a semi-solid material. Since the spike portion is engaged with the semi-solid, the bonding strength of the seat plate to the ground increases.

【0008】請求項5は、奥壁と左右壁と少なくとも左
右壁の下端から張出したベース板とからなり左右壁の内
のりを支柱外径に合致させた基礎金物と、この基礎金物
に縦向きに貫通させた支柱を奥壁へ押圧すべく左右壁に
取付けたくさびとからなり、基礎金物に支柱をくさび固
定した状態で、ベース板を直接地面に載せるとともに支
柱の下部を地中へ埋めることで、支柱の水平移動及び沈
み込みを抑えるようにした簡易建築物の基礎構造であ
る。支柱の下部を地中に埋めた状態で、支柱に基礎金物
を取付け、くさびを打込んで両者を固着する。下向き荷
重はベース板で持たせ、水平荷重は支柱の下部を地中に
埋めたことで持たせる。モルタルセメントを使用しない
ので、凝固を待つ必要がなく施工時間が短くなる。くさ
び結合のみであるから、組立て、分解が極めて容易とな
る。
[0008] A fifth aspect of the present invention is a base metal fitting comprising a back wall, left and right walls, and a base plate protruding from at least the lower ends of the left and right walls and having an inner diameter of the left and right walls conforming to the outer diameter of the column. It consists of wedges attached to the left and right walls to press the penetrated struts against the back wall, wedge-fixing the struts to the base hardware, placing the base plate directly on the ground and filling the lower part of the struts into the ground This is the basic structure of a simple building in which the horizontal movement and the sinking of the columns are suppressed. With the lower part of the support buried underground, the base metal is attached to the support and the wedge is driven in to fix the two together. The downward load is provided by the base plate, and the horizontal load is provided by burying the lower part of the column in the ground. Since no mortar cement is used, there is no need to wait for solidification, and the construction time is shortened. Since there is only a wedge connection, assembly and disassembly become extremely easy.

【0009】[0009]

【発明の実施の形態】本発明の実施の形態を添付図に基
づいて以下に説明する。なお、簡易建築物を、ビニール
ハウス及びベース・ベンチを例に説明する。図1は本発
明に係るビニールハウスの正面図であり、ビニールハウ
ス1は、本発明の基礎構造10,10上に立設した主柱
2,2と、支柱2,2上に掛け渡したアーチ屋根3、間
柱5・・・(・・・は複数本を示す。以下同様。)と、横桟6
・・・と、引き戸7,7と、図示せぬビニールシートとか
らなる。
Embodiments of the present invention will be described below with reference to the accompanying drawings. The simple building will be described using a greenhouse and a base bench as examples. FIG. 1 is a front view of a plastic greenhouse according to the present invention. A plastic greenhouse 1 has main pillars 2, 2 erected on a base structure 10, 10 of the present invention, and an arch bridged over the columns 2, 2. A roof 3, studs 5,...
, And sliding doors 7, 7 and a vinyl sheet (not shown).

【0010】図2は本発明に係る基礎構造(第1実施
例)を示す正面図(図1の要部拡大図)であり、主柱2
を支える基礎構造10は、支柱11と、この支柱11の
下部に取付けた座板20と、支柱同士を連結するための
長尺材30及びくさび31とからなる。
FIG. 2 is a front view (an enlarged view of a main part of FIG. 1) showing a basic structure (first embodiment) according to the present invention.
The base structure 10 for supporting the vehicle comprises a support 11, a seat plate 20 attached to a lower portion of the support 11, a long member 30 and a wedge 31 for connecting the supports.

【0011】図3は基礎構造(第1実施例)の分解斜視
図であり、支柱11は立て向きのH形鋼12の上端に当
て板13を張り、また、高さ方向中央近傍に鍵穴状の横
孔14を開けてなる。座板20は十分に大きな矩形板2
1と、それの四隅に折り曲げ形成したスパイク部22・・
・と、上面中央に起設したブラケット23,23と、6
個の開口24・・・とからなる。26,26はボルト、2
7,27は座金、28,28はナットである。
FIG. 3 is an exploded perspective view of the basic structure (first embodiment), in which a support 11 has a backing plate 13 attached to the upper end of an upright H-shaped steel 12 and a keyhole-shaped portion near the center in the height direction. Is formed. The seat plate 20 is a sufficiently large rectangular plate 2
1 and the spikes 22 formed at the four corners thereof by bending.
· And brackets 23, 23 raised in the center of the upper surface;
. 26, 26 are bolts, 2
7, 27 are washers, and 28, 28 are nuts.

【0012】以上の構成からなる基礎構造(第1実施
例)の施工手順を次に説明する。図4は図1の4矢視図
兼作用説明図である。地面に溝40を堀り、溝40の所
定箇所に栗石41,41を敷く。栗石41,41の上に
モルタルなどの半固形物42,42を載せる。予め、座
板20と支柱11とを組んでおき、これらを半固形物4
2,42に載せる。このときに、スパイク部22・・・が
良好に半固形物42,42に噛み込む。
The procedure for constructing the basic structure (first embodiment) having the above configuration will be described below. FIG. 4 is a view of FIG. A groove 40 is dug in the ground, and chestnut stones 41, 41 are laid at predetermined positions of the groove 40. The semi-solids 42, 42 such as mortar are placed on the stones 41, 41. Assemble the seat plate 20 and the support 11 in advance, and attach these to the semi-solid material 4.
Place on 2,42. At this time, the spike portions 22 satisfactorily bite into the semi-solids 42.

【0013】丸棒又はパイプなどの長尺材30を支柱1
1,11に貫通させて取付け、くさび31,31を打込
んで固定する。土43で溝40を埋め戻す。これで、支
柱11の地中部15、長尺材30、くさび31及び座板
20が地中に埋ったことにある。半固形物42,42が
ある程度固まったら、支柱11,11上に主柱2,2を
載せればよい。
A long material 30 such as a round bar or a pipe is
The wedges 31 and 31 are fixed by driving the wedges 31 and 31. The groove 40 is backfilled with the soil 43. Thus, the underground portion 15, the long member 30, the wedge 31, and the seat plate 20 of the support 11 are buried in the ground. When the semi-solids 42, 42 have hardened to some extent, the main columns 2, 2 may be placed on the columns 11, 11.

【0014】次に述べる基礎構造(第2実施例)は図1
の間柱5を支えるに好適であるが、他の目的に使用した
例を説明する。図5(a),(b)はベース・ベンチの
基礎構造の比較説明図である。(a)は比較例を示し、
ベンチ101の支柱102,102をコンクリートブロ
ック103,103に載せたものである。載せているだ
けであるから、横荷重を受けると、横ずれ、転倒の虞れ
がある。(b)は本発明の第2実施例を示し、基礎構造
50,50は、支柱51,51の下部を地中に埋め、こ
れらの支柱51,51に基礎金物60,60をはめ、く
さび52・・・で固定し、支柱51,51の上に別の連結
金具53,53及びくさび54・・・にてベース・ベンチ
55を固定したものである。56,56はタイロッドで
ある。
The basic structure (second embodiment) described next is shown in FIG.
An example in which it is suitable for supporting the stud 5 but used for other purposes will be described. FIGS. 5A and 5B are comparative explanatory diagrams of the basic structure of the base bench. (A) shows a comparative example,
The pillars 102, 102 of a bench 101 are mounted on concrete blocks 103, 103. Since it is only mounted, there is a risk of lateral displacement and falling if a lateral load is applied. (B) shows a second embodiment of the present invention. In the foundation structure 50, 50, the lower portions of the columns 51, 51 are buried in the ground, and the foundation hardware 60, 60 are fitted to these columns 51, 51, and wedges 52 are formed. ., And a base bench 55 is fixed on the columns 51, 51 with other connecting fittings 53, 53 and wedges 54,. 56, 56 are tie rods.

【0015】図6は本発明に係る基礎構造(第2実施
例)の分解斜視図であり、基礎金物60は、奥壁61と
左右壁62,62と左右壁62,62の下端から張出し
たベース板63,63とからなり前記左右壁62,62
の内のりを支柱51の外径に合致させたものである。左
右壁62,62には、タイロッド係止孔65,65と、
上下に離間した角孔64・・・を有し、これらの角孔64・
・・にくさび52,52を打込む構造とした。
FIG. 6 is an exploded perspective view of a basic structure (second embodiment) according to the present invention, and a base hardware 60 extends from the lower end of the back wall 61, the left and right walls 62, 62 and the lower ends of the left and right walls 62, 62. The left and right walls 62, 62 are composed of base plates 63, 63.
The inner rim is made to match the outer diameter of the column 51. The left and right walls 62, 62 have tie rod locking holes 65, 65,
Have square holes 64 vertically separated from each other.
.. The structure in which the wedges 52, 52 are driven is adopted.

【0016】図7は本発明に係る基礎構造(第2実施
例)の断面図兼作用作用図であり、支柱51の下部を地
中に埋めた状態で、支柱51に基礎金物60を取付け、
くさび52,52を打込んで両者を固着する。下向き荷
重はベース板63で持たせ、水平荷重は支柱51の下部
を地中に埋めたことで持たせる。
FIG. 7 is a sectional view and functioning diagram of a basic structure (second embodiment) according to the present invention. In a state where the lower part of the column 51 is buried in the ground, a base metal 60 is attached to the column 51.
The two are fixed by driving the wedges 52, 52. The downward load is provided by the base plate 63, and the horizontal load is provided by burying the lower portion of the column 51 in the ground.

【0017】第1実施例の基礎構造10は、主柱2の様
に主要な柱を支えるところに好適であり、また、第2実
施例の基礎構造50は、間柱5やベース・ベンチの支柱
51などのサブ的な柱を支えるところに好適である。し
かし、基礎構造10,50のいずれを採用するかは、任
意である。また、本発明の基礎構造10,50は、ビニ
ールハウスやベース・ベンチに限らず、仮設小屋、物置
などの簡易建築物に広く採用できる。
The foundation structure 10 of the first embodiment is suitable for supporting a main pillar like the main pillar 2, and the foundation structure 50 of the second embodiment is suitable for supporting the stud 5 or the support of the base bench. It is suitable for supporting a sub pillar such as 51. However, which of the basic structures 10 and 50 is adopted is arbitrary. Further, the basic structures 10 and 50 of the present invention can be widely applied not only to greenhouses and base benches but also to simple buildings such as temporary sheds and storerooms.

【0018】[0018]

【発明の効果】本発明は上記構成により次の効果を発揮
する。請求項1は、複数本の支柱の下部の地中部に横孔
を開け、これらの横孔に長尺材を通し、且つ長尺材を固
定するためのくさびを打ち込んで支柱同士を連結すると
ともに地中部、長尺材及びくさびを地中に埋めたことを
特徴とする簡易建築物の基礎構造である。支柱同士を地
中部において長尺材で連結したので、横荷重に良好に耐
える。長尺材をくさびで固定するだけであるから、組立
て及び解体が極めて容易となり、施工時間の短縮が図れ
る。
According to the present invention, the following effects are exhibited by the above configuration. Claim 1 forms a horizontal hole in the underground part of the lower part of the plurality of columns, passes a long material through these horizontal holes, and drives a wedge for fixing the long material to connect the columns together. It is a basic structure of a simple building characterized by burying an underground part, a long material and a wedge in the ground. Since the struts are connected by a long material in the underground part, they withstand lateral loads well. Since only the long material is fixed with the wedge, assembly and disassembly become extremely easy, and the construction time can be shortened.

【0019】請求項2は、支柱の地中部の下端に十分に
大きな座板を固着し、この座板を介して基礎モルタルな
どの半固形物に支柱を載置する。地面に溝を掘り、溝の
底にモルタルなどの半固形物を置き、その上に座板を押
し当てることで、支柱を持たせることができ、施工が極
めて容易となり、施工時間も短くて済む。
According to a second aspect of the present invention, a sufficiently large seat plate is fixed to the lower end of the underground portion of the pillar, and the pillar is mounted on a semi-solid material such as a base mortar via the seat plate. Digging a groove in the ground, placing a semi-solid material such as mortar at the bottom of the groove, and pressing a seat plate on it, it is possible to have a pillar, making construction extremely easy and shortening the construction time .

【0020】請求項3は、座板に半固形物から滲み出す
水分等を抜くための開口を開けたことを特徴とする。座
板に開けた開口から水を抜くことができるとともに、半
固形物の一部を進入させて座板に強固に噛合させること
ができる。従って、半固形物の凝固時間が短縮できると
ともに、座板の水平強度が高まる。
A third aspect of the present invention is characterized in that an opening is provided in the seat plate for removing moisture or the like oozing out of the semi-solid material. Water can be drained from an opening formed in the seat plate, and a part of the semi-solid can enter and be firmly engaged with the seat plate. Therefore, the solidification time of the semi-solid can be shortened, and the horizontal strength of the seat plate increases.

【0021】請求項4は、座板を矩形板とし、4隅にス
パイク部を折り曲げ形成し、これらのスパイク部を半固
形物に噛合させることを特徴とする。スパイク部を半固
形物に噛合させたので、座板の地面に対する接着強度が
増す。
According to a fourth aspect of the present invention, the seat plate is a rectangular plate, and spike portions are formed by bending at four corners, and these spike portions are meshed with a semi-solid material. Since the spike portion is engaged with the semi-solid, the bonding strength of the seat plate to the ground increases.

【0022】請求項5は、奥壁と左右壁と少なくとも左
右壁の下端から張出したベース板とからなり左右壁の内
のりを支柱外径に合致させた基礎金物と、この基礎金物
に縦向きに貫通させた支柱を奥壁へ押圧すべく左右壁に
取付けたくさびとからなり、基礎金物に支柱をくさび固
定した状態で、ベース板を直接地面に載せるとともに支
柱の下部を地中へ埋めることで、支柱の水平移動及び沈
み込みを抑えるようにした簡易建築物の基礎構造であ
る。支柱の下部を地中に埋めた状態で、支柱に基礎金物
を取付け、くさびを打込んで両者を固着する。下向き荷
重はベース板で持たせ、水平荷重は支柱の下部を地中に
埋めたことで持たせる。モルタルセメントを使用しない
ので、凝固を待つ必要がなく施工時間が短くなる。くさ
び結合のみであるから、組立て、分解が極めて容易とな
る。
A fifth aspect of the present invention is a base metal fitting comprising a back wall, left and right walls, and a base plate protruding from at least the lower ends of the left and right walls and having an inner diameter of the left and right walls conforming to the outer diameter of the column. It consists of wedges attached to the left and right walls to press the penetrated struts against the back wall, and with the struts fixed to the base hardware, the base plate is directly placed on the ground and the lower part of the struts is buried in the ground This is the basic structure of a simple building in which the horizontal movement and the sinking of the columns are suppressed. With the lower part of the support buried underground, the base metal is attached to the support and the wedge is driven in to fix the two together. The downward load is provided by the base plate, and the horizontal load is provided by burying the lower part of the column in the ground. Since no mortar cement is used, there is no need to wait for solidification, and the construction time is shortened. Since there is only a wedge connection, assembly and disassembly become extremely easy.

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

【図1】本発明に係るビニールハウスの正面図FIG. 1 is a front view of a greenhouse according to the present invention.

【図2】本発明に係る基礎構造(第1実施例)を示す正
面図(図1の要部拡大図)
FIG. 2 is a front view (an enlarged view of a main part of FIG. 1) showing a basic structure (first embodiment) according to the present invention;

【図3】基礎構造(第1実施例)の分解斜視図FIG. 3 is an exploded perspective view of a basic structure (first embodiment).

【図4】図1の4矢視図兼作用説明図FIG. 4 is a view as viewed in the direction of arrow 4 in FIG.

【図5】ベース・ベンチの基礎構造の比較説明図FIG. 5 is a comparative explanatory view of the basic structure of the base bench.

【図6】本発明に係る基礎構造(第2実施例)の分解斜
視図
FIG. 6 is an exploded perspective view of a basic structure (second embodiment) according to the present invention.

【図7】本発明に係る基礎構造(第2実施例)の断面図
兼作用作用図
FIG. 7 is a sectional view and an operation view of a basic structure (second embodiment) according to the present invention.

【符号の説明】[Explanation of symbols]

1…ビニールハウス、2…主柱、5…間柱、10…基礎
構造(第1実施例)、11…支柱、14…横孔、15…
地中部、20…座板、22…スパイク部、24…開口、
30…長尺材、31…くさび、42…半固形物、50…
基礎構造(第2実施例)、51…支柱、52…くさび、
55…ベース・ベンチ、60…基礎金物、61…奥壁、
62…左右壁、63…ベース板。
DESCRIPTION OF SYMBOLS 1 ... Greenhouse, 2 ... Main pillar, 5 ... Stud, 10 ... Foundation structure (1st Example), 11 ... Prop, 14 ... Horizontal hole, 15 ...
Underground part, 20 ... seat plate, 22 ... spike part, 24 ... opening,
30 ... long material, 31 ... wedge, 42 ... semi-solid, 50 ...
Basic structure (second embodiment), 51 ... pillar, 52 ... wedge,
55 ... base bench, 60 ... foundation hardware, 61 ... back wall,
62: left and right walls, 63: base plate.

Claims (5)

【特許請求の範囲】[Claims] 【請求項1】 ビニールハウス、ベース・ベンチなどの
簡易建築物の基礎構造であって、複数本の支柱の下部の
地中部に横孔を開け、これらの横孔に長尺材を通し、且
つ長尺材を固定するためのくさびを打ち込んで支柱同士
を連結するとともに前記地中部、長尺材及びくさびを地
中に埋めたことを特徴とする簡易建築物の基礎構造。
1. A basic structure of a simple building such as a greenhouse or a base / bench, wherein a horizontal hole is formed in an underground portion below a plurality of columns, a long material is passed through these horizontal holes, and A basic structure of a simple building, wherein struts are connected to each other by driving a wedge for fixing a long material, and the underground portion, the long material and the wedge are buried in the ground.
【請求項2】 前記地中部の下端に十分に大きな座板を
固着し、この座板を介して基礎モルタルなどの半固形物
に支柱を載置することを特徴とした請求項1記載の簡易
建築物の基礎構造。
2. A simplified structure according to claim 1, wherein a sufficiently large seat plate is fixed to a lower end of the underground portion, and a support is placed on a semi-solid material such as a base mortar via the seat plate. Foundation structure of building.
【請求項3】 前記座板に前記半固形物から滲み出す水
分等を抜くための開口を開けたことを特徴とする請求項
2記載の簡易建築物の基礎構造。
3. The basic structure of a simple building according to claim 2, wherein an opening is formed in said seat plate for removing moisture or the like oozing out of said semi-solid material.
【請求項4】 前記座板を矩形板とし、4隅にスパイク
部を折り曲げ形成し、これらのスパイク部を前記半固形
物に噛合させることを特徴とする請求項2又は請求項3
記載の簡易建築物の基礎構造。
4. The seat plate according to claim 2, wherein the seat plate is a rectangular plate, and spike portions are formed by bending at four corners, and these spike portions are meshed with the semi-solid material.
The basic structure of the described simple building.
【請求項5】 奥壁と左右壁と少なくとも左右壁の下端
から張出したベース板とからなり前記左右壁の内のりを
支柱外径に合致させた基礎金物と、この基礎金物に縦向
きに貫通させた支柱を前記奥壁へ押圧すべく前記左右壁
に取付けたくさびとからなり、基礎金物に支柱をくさび
固定した状態で、前記ベース板を直接地面に載せるとと
もに支柱の下部を地中へ埋めることで、支柱の水平移動
及び沈み込みを抑えるようにした簡易建築物の基礎構
造。
5. A base metal fitting comprising a back wall, left and right walls, and a base plate protruding from at least the lower ends of the left and right walls, and an inner wall of the left and right walls conforming to an outer diameter of a column, and vertically penetrating the base metal. The wedges attached to the left and right walls to press the strut against the back wall, and wedge-fixing the strut to the base hardware, placing the base plate directly on the ground and filling the lower part of the strut into the ground. The basic structure of a simple building that suppresses horizontal movement and sinking of columns.
JP17526396A 1996-07-04 1996-07-04 Basic structure of simple building Expired - Fee Related JP3595070B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP17526396A JP3595070B2 (en) 1996-07-04 1996-07-04 Basic structure of simple building

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP17526396A JP3595070B2 (en) 1996-07-04 1996-07-04 Basic structure of simple building

Publications (2)

Publication Number Publication Date
JPH1018303A true JPH1018303A (en) 1998-01-20
JP3595070B2 JP3595070B2 (en) 2004-12-02

Family

ID=15993103

Family Applications (1)

Application Number Title Priority Date Filing Date
JP17526396A Expired - Fee Related JP3595070B2 (en) 1996-07-04 1996-07-04 Basic structure of simple building

Country Status (1)

Country Link
JP (1) JP3595070B2 (en)

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101247717B1 (en) * 2010-10-04 2013-04-02 주식회사 남영휀스 Baseplate for a post
JP5279937B1 (en) * 2012-08-02 2013-09-04 株式会社近畿北都住設 Photovoltaic power generation device, photovoltaic power generation panel mounting stand, solar power generation device construction method, photovoltaic power generation panel mounting stand construction method
KR20190127209A (en) * 2018-05-03 2019-11-13 메가솔라(주) Support for solar photovoltaic and method for constructing the same

Cited By (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR101247717B1 (en) * 2010-10-04 2013-04-02 주식회사 남영휀스 Baseplate for a post
JP5279937B1 (en) * 2012-08-02 2013-09-04 株式会社近畿北都住設 Photovoltaic power generation device, photovoltaic power generation panel mounting stand, solar power generation device construction method, photovoltaic power generation panel mounting stand construction method
JP2014031627A (en) * 2012-08-02 2014-02-20 Kinki Hokuto Jusetsu Corp Photovoltaic power generation device, photovoltaic power generation panel mounting frame, construction method of photovoltaic power generation device and construction method of photovoltaic power generation panel mounting frame
KR20190127209A (en) * 2018-05-03 2019-11-13 메가솔라(주) Support for solar photovoltaic and method for constructing the same

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