JPH0220272Y2 - - Google Patents

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Publication number
JPH0220272Y2
JPH0220272Y2 JP14849184U JP14849184U JPH0220272Y2 JP H0220272 Y2 JPH0220272 Y2 JP H0220272Y2 JP 14849184 U JP14849184 U JP 14849184U JP 14849184 U JP14849184 U JP 14849184U JP H0220272 Y2 JPH0220272 Y2 JP H0220272Y2
Authority
JP
Japan
Prior art keywords
building
pile
ground
foundation
piles
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
JP14849184U
Other languages
Japanese (ja)
Other versions
JPS6168146U (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 JP14849184U priority Critical patent/JPH0220272Y2/ja
Publication of JPS6168146U publication Critical patent/JPS6168146U/ja
Application granted granted Critical
Publication of JPH0220272Y2 publication Critical patent/JPH0220272Y2/ja
Expired legal-status Critical Current

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Description

【考案の詳細な説明】 〔産業上の利用分野〕 本考案は寒冷地における建築物と基礎杭との取
り合い方法に関するものである。
[Detailed description of the invention] [Field of industrial application] The present invention relates to a method for connecting buildings and foundation piles in cold regions.

〔従来の技術〕[Conventional technology]

年平均気温が−10℃以下というような例えばシ
ベリヤ地方などにおいては、工場や住宅などの建
築物の床を温暖地方におけるように直接地表土に
接触せしめるか、あるいは床を直接接しないまま
でも鉄骨の柱などを地表に接触せしめると、建築
物の熱が地表の氷結活動層を経て地下の永久凍土
層に伝わり、凍土の熱バランスを崩して支持地盤
の地耐力に変化を生じ、上部構造物に悪影響を及
ぼすことがある。このため建築物においても建築
物の部材が直接地表面と接触することは避けねば
ならない。
In regions such as Siberia, where the annual average temperature is below -10°C, floors of buildings such as factories and houses should be brought into direct contact with the surface soil, as in warmer regions, or steel frames may be used even if the floors are not in direct contact with the ground. When pillars, etc. are brought into contact with the ground surface, the heat from the building is transmitted to the permafrost layer underground through the frozen active layer on the ground surface, disrupting the thermal balance of the frozen soil and causing changes in the bearing capacity of the supporting ground, causing damage to the upper structure. may have an adverse effect on For this reason, even in buildings, it is necessary to avoid direct contact of building members with the ground surface.

このため今回開発されたプレフアブ工法による
寒冷地向け建築物においては、コンクリート基礎
杭を地上に突出させ、この上に上記建築物を載置
し、建築物の床と地上との間にかなりの高さの空
間を設けこゝに空気を流入させ、建築物の熱が地
上の伝わるのを防止することとした。
For this reason, in buildings for cold regions using the newly developed prefabricated construction method, concrete foundation piles are protruded above the ground, and the building is placed on top of these piles, creating a considerable height between the building floor and the ground. A space was created to allow air to flow in and prevent the heat from the building from being transmitted to the ground.

〔考案が解決しようとする問題点〕[Problem that the invention attempts to solve]

しかしこうした方法に関しては、日本において
は例がなく経験がないだけに、建築物を地上に突
出させた基礎杭上に載置し、建築物からの熱の伝
達を防止するとともに、早くかつ確実に建築物と
結合しうるような基礎杭を見出すことは困難であ
つた。
However, since there is no precedent and no experience with this method in Japan, the building is placed on foundation piles that protrude above the ground, preventing the transfer of heat from the building, and ensuring a quick and reliable method. It was difficult to find foundation piles that could be connected to buildings.

本考案は実験等で効果を確認しながら、寒冷地
における建築物と早くかつ確実にしかも建築物か
らの伝熱を防止して結合しうるような基礎杭を提
供することをその目的としている。
The purpose of the present invention is to provide a foundation pile that can be quickly and reliably connected to a building in a cold region while preventing heat transfer from the building, while confirming its effectiveness through experiments and the like.

〔問題点を解決するための手段〕[Means for solving problems]

前記目的を達成するためには、先づ地上に突出
したコンクリート杭の上に、建築物の床の梁を載
置する必要があるが、この際梁が安定した支持を
得るためには、該杭の頂部が同一平面上になけれ
ばならない。このため概ね同一平面とした前記コ
ンクリート杭の頭部に、鋼板製の円筒を挿嵌し、
グラウトモルタルを利用して各円筒頂部を同一平
面とした。次いで該杭の円筒部頂部に硬質断熱材
を介して床用部材の梁をボルトで締着すれば、建
築物の床は地上に突出した基礎杭上に固着され
る。
In order to achieve the above objective, it is first necessary to place the floor beams of the building on concrete piles that protrude above the ground. The tops of the piles must be on the same plane. For this purpose, a cylinder made of a steel plate is inserted into the head of the concrete pile, which is approximately on the same plane,
Grout mortar was used to make the top of each cylinder flush. Next, by bolting the beam of the floor member to the top of the cylindrical portion of the pile via a hard insulating material, the floor of the building is fixed on the foundation pile protruding above the ground.

〔作用〕 コンクリート杭の頭部に鋼板製の円筒を挿嵌
し、グラウトモルタルを利用して各円筒の頂部を
同一平面となるように調整するので杭の頂部を同
一平面にするのが容易である。
[Operation] A cylinder made of steel plate is inserted into the head of a concrete pile, and the tops of each cylinder are adjusted using grout mortar so that they are on the same plane, so it is easy to make the tops of the piles on the same plane. be.

又硬質な断熱材を介して床用部材の梁を杭の頂
部にボルトで固着したので、床の熱が基礎杭に伝
達するのが防止される。
Furthermore, since the beam of the floor member is fixed to the top of the pile with bolts through a hard heat insulating material, heat from the floor is prevented from being transferred to the foundation pile.

〔考案の実施例〕[Example of idea]

第1図、第2図は本考案の実施例を示す斜視図
および一部拡大図である。図において床用部材A
1、及び同部材B2をコンクリート基礎杭3の上
に載置し結合する際、概ね同一平面としたコンク
リート杭3の頭部に、鋼管製の円筒4を挿嵌し、
グラウトモルタル5を利用して各円筒4の頂部を
同一平面となるように調整する。
1 and 2 are a perspective view and a partially enlarged view showing an embodiment of the present invention. In the figure, floor member A
1 and the same member B2 are placed on the concrete foundation pile 3 and combined, a cylinder 4 made of a steel pipe is inserted into the head of the concrete pile 3 which is made approximately on the same plane,
Using grout mortar 5, adjust the top of each cylinder 4 so that it becomes the same plane.

グラウトモルタル5が充分乾燥し固化した後、
床用部材1及び2の梁部6を硬質な断熱材(例え
ばネオプレンゴム)7を介して、円筒4およびグ
ラウトモルタル部に埋めこんだボルト8により基
礎杭に締結すれば、床用部材1及び2は基礎杭3
上に固く結合される。
After grout mortar 5 has sufficiently dried and solidified,
If the beam parts 6 of the floor members 1 and 2 are fastened to the foundation pile via a hard heat insulating material (for example, neoprene rubber) 7 with bolts 8 embedded in the cylinder 4 and the grout mortar part, the floor members 1 and 2 2 is foundation pile 3
tightly bound to the top.

〔考案の効果〕 寒冷地の凍土地方において、建築物を地上に建
設するに当つて、コンクリート基礎杭を地上に突
出させ、その上に鋼板製円筒を挿嵌し、グラウト
モルタルを利用して各円筒の頂部を同一平面とな
し、建築物の床部材を基礎杭に固着する際に硬質
断熱材を介して固着するようにしたので、 (1) 建築物の底面と地上との間に空間が存在し、
空気が流入するので建築物の熱が地表に影響を
与えない (2) 基礎杭のレベルの調整が容易である (3) 建築物の熱が基礎杭に伝達しない (4) 工事期間が短かい などの優れた効果を得ることができた。
[Effects of the invention] When constructing a building on the ground in a cold region with frozen land, concrete foundation piles are made to protrude above the ground, steel plate cylinders are inserted onto the piles, and each structure is constructed using grout mortar. The tops of the cylinders were made on the same plane, and when the floor members of the building were fixed to the foundation piles, they were fixed through a hard insulating material. (1) There was no space between the bottom of the building and the ground. exists,
Because air flows in, the heat from the building does not affect the ground surface (2) It is easy to adjust the level of the foundation piles (3) The heat from the building does not transfer to the foundation piles (4) The construction period is short We were able to obtain excellent effects such as

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

第1図はプレフアブ工法による建築物の斜視
図、第2図は基礎杭と床部材の梁との取り合いを
示す断面図である。 図中1,2は床用部材、3はコンクリート基礎
杭、4は鋼板製円筒、5はグラウトモルタル、6
は床部材の梁、7は硬質断熱材、8はボルトであ
る。
FIG. 1 is a perspective view of a building constructed using the prefabricated construction method, and FIG. 2 is a sectional view showing the relationship between foundation piles and beams of floor members. In the figure, 1 and 2 are floor members, 3 is concrete foundation pile, 4 is a cylinder made of steel plate, 5 is grout mortar, 6
is a beam of a floor member, 7 is a hard insulation material, and 8 is a bolt.

Claims (1)

【実用新案登録請求の範囲】[Scope of utility model registration request] プレフアブ工法による寒冷地向け建築物におい
て、該建築物の梁を地表上に突出する基礎杭に載
置するに際し、コンクリート杭の頭部に鋼板製の
円筒を挿嵌し、円筒の内部と杭の頭部との間に充
填するグラウトモルタルを利用してレベルを調節
された杭の円筒の頂部に、断熱材を介して上記建
築物の梁をボルトにより固着せしめたことを特徴
とするプレフアブ工法による寒冷地向け建築物の
基礎杭。
When building a building for cold regions using the prefabricated construction method, when placing the beam of the building on a foundation pile that protrudes above the ground, a cylinder made of steel plate is inserted into the head of the concrete pile, and the inside of the cylinder and the pile are separated. By the prefabricated construction method, the beam of the building is fixed with bolts to the top of the cylindrical pile, the level of which is adjusted using grout mortar filled between the pile and the head of the pile, via a heat insulating material. Foundation piles for buildings in cold regions.
JP14849184U 1984-10-02 1984-10-02 Expired JPH0220272Y2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP14849184U JPH0220272Y2 (en) 1984-10-02 1984-10-02

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP14849184U JPH0220272Y2 (en) 1984-10-02 1984-10-02

Publications (2)

Publication Number Publication Date
JPS6168146U JPS6168146U (en) 1986-05-10
JPH0220272Y2 true JPH0220272Y2 (en) 1990-06-04

Family

ID=30706699

Family Applications (1)

Application Number Title Priority Date Filing Date
JP14849184U Expired JPH0220272Y2 (en) 1984-10-02 1984-10-02

Country Status (1)

Country Link
JP (1) JPH0220272Y2 (en)

Families Citing this family (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP5232336B1 (en) * 2013-02-18 2013-07-10 株式会社東洋スタビ Metal pile for solar panel and its construction method

Also Published As

Publication number Publication date
JPS6168146U (en) 1986-05-10

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