JPH03260223A - Positioning plate for base construction of housing - Google Patents
Positioning plate for base construction of housingInfo
- Publication number
- JPH03260223A JPH03260223A JP5836590A JP5836590A JPH03260223A JP H03260223 A JPH03260223 A JP H03260223A JP 5836590 A JP5836590 A JP 5836590A JP 5836590 A JP5836590 A JP 5836590A JP H03260223 A JPH03260223 A JP H03260223A
- Authority
- JP
- Japan
- Prior art keywords
- ground
- plate
- pile
- positioning plate
- cylinder
- 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
- 238000009411 base construction Methods 0.000 title 1
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 29
- 239000010959 steel Substances 0.000 claims abstract description 29
- 239000002689 soil Substances 0.000 claims description 23
- 239000004568 cement Substances 0.000 claims description 7
- 239000000463 material Substances 0.000 claims description 2
- 238000010276 construction Methods 0.000 abstract description 5
- 238000000034 method Methods 0.000 abstract description 3
- 230000008878 coupling Effects 0.000 abstract 1
- 238000010168 coupling process Methods 0.000 abstract 1
- 238000005859 coupling reaction Methods 0.000 abstract 1
- 230000035515 penetration Effects 0.000 abstract 1
- 238000009415 formwork Methods 0.000 description 4
- 238000005553 drilling Methods 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 238000003780 insertion Methods 0.000 description 2
- 230000037431 insertion Effects 0.000 description 2
- 230000003014 reinforcing effect Effects 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 239000003963 antioxidant agent Substances 0.000 description 1
- 230000003078 antioxidant effect Effects 0.000 description 1
- 235000006708 antioxidants Nutrition 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
- 239000004744 fabric Substances 0.000 description 1
- 230000010354 integration Effects 0.000 description 1
- 239000008267 milk Substances 0.000 description 1
- 210000004080 milk Anatomy 0.000 description 1
- 235000013336 milk Nutrition 0.000 description 1
- 239000010453 quartz Substances 0.000 description 1
- VYPSYNLAJGMNEJ-UHFFFAOYSA-N silicon dioxide Inorganic materials O=[Si]=O VYPSYNLAJGMNEJ-UHFFFAOYSA-N 0.000 description 1
- 125000006850 spacer group Chemical group 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
- Foundations (AREA)
Abstract
Description
【発明の詳細な説明】
〔産業上の利用分野〕
本発明は、ソイルセメント等よりなる地盤改良杭を地盤
に打設し、該地盤改良杭が硬化しないうちに基礎ユニッ
トの脚部を上記抗生に挿入沈降させて住宅の基礎を構築
する場合に用いる位置決めプレートに関する。[Detailed Description of the Invention] [Field of Industrial Application] The present invention involves driving soil improvement piles made of soil cement or the like into the ground, and applying the above-mentioned anti-oxidant treatment to the legs of the foundation unit before the soil improvement piles harden. This invention relates to a positioning plate used when constructing the foundation of a house by inserting it into a sink.
一般住宅の基礎には、従来、コンクリート造りの独立基
礎と布基礎と称される連続基礎とが使用されている。こ
れらの基礎は、例えば、地面に穴(溝)を掘ってその底
に割栗石を敷きつめ、その上にコンクリートを打設して
ベースを形成した後、このベースに立設された縦配筋に
横配筋をワイヤて結びつけ、これら配筋の両側に所定の
幅で型枠を設け、その型枠の間にコンクリートを流し込
んで形成している。Conventionally, an independent foundation made of concrete and a continuous foundation called a cloth foundation have been used for the foundation of a general house. These foundations are constructed by, for example, digging a hole (trench) in the ground, paving the bottom with quartz stones, and pouring concrete on top to form a base. Horizontal reinforcing bars are tied together with wires, formwork is provided with a predetermined width on both sides of these reinforcing bars, and concrete is poured between the forms.
しかし、上記の基礎は現場で寸法をとって型枠間の距離
を所定の間隔に保持するため、スペーサやクランパなど
を用いて型枠組をしなければならず、また枠組にはコン
クリートの打設に耐え得る十分な強度が要求されるので
、誰でもができる作業でなく、型枠大工、土工、鉄筋工
等、種々の職種の作業員が必要となり、さらにコンクリ
ートには養生期間があるので、人手と時間を要する。However, in order to maintain the dimensions of the above foundation at a specified distance between formworks on site, the formwork must be constructed using spacers, clampers, etc., and the framework must be constructed using concrete. Because it requires sufficient strength to withstand heavy lifting, it is not something that just anyone can do; it requires workers from various professions, such as formwork carpenters, earthworkers, and reinforcing steel workers.Furthermore, since concrete has a curing period, It requires manpower and time.
そのため、近時、住宅を建てる土地に、地表より地中に
向ってソイルセメント等からなる地盤改良杭を打設し、
この杭の中央にその上端面から鉄骨柱を挿入沈降させて
住宅基礎とする工法が実施されている。Therefore, recently, soil improvement piles made of soil cement, etc. are driven from the surface of the ground to the ground on the land where a house is to be built.
A construction method is being implemented in which a steel column is inserted into the center of the pile from its upper end and then lowered to form the foundation for a house.
しかしながら、上記の基礎構築工法においては、鉄骨柱
の脚部を未硬化の地盤改良杭に挿入する際、若しくは挿
入後において鉄骨柱の脚部が横に動きやす(、未硬化の
地盤改良杭中において鉄骨柱の脚部が横に動くと地盤改
良杭と鉄骨柱との完全な一体化が阻害されやすいという
問題点がある。However, in the above foundation construction method, the legs of the steel columns tend to move laterally when or after inserting them into the unhardened soil improvement piles. There is a problem in that if the legs of the steel column move laterally, the complete integration of the soil improvement pile and the steel column is likely to be hindered.
本発明は、未硬化の地盤改良杭に挿入沈降させられる鉄
骨柱の脚部を案内して該脚部の横移動を防止し、また沈
降後における鉄骨柱の横揺れも防ぐことができる住宅の
基礎構築用位置決めプレートを提供することを目的とす
る。The present invention provides a housing that can guide the legs of a steel column inserted into unhardened ground improvement piles and prevent the legs from moving laterally, and also prevent the steel column from lateral shaking after settling. The purpose of the present invention is to provide a positioning plate for foundation construction.
上記の目的を達成するために、本発明は、地中ニ打設さ
れたソイルセメント等よりなる地盤改良杭の上面に載せ
られる板体のほぼ中央部に、鉄骨柱の脚部を挿通させる
筒部を設け、上記板体の周囲部にアンカーを地盤中に打
ち込むための透孔を形成した構成とした。In order to achieve the above object, the present invention provides a tube through which the leg of a steel column is inserted approximately in the center of a plate placed on the top surface of a soil improvement pile made of soil cement or the like cast underground. A through hole for driving the anchor into the ground was formed around the plate.
地中に打設された未硬化の地盤改良杭の上面に本発明に
係る位置決めプレートを載せ、アンカーを透孔から地盤
に打ち込んで板体を地盤にしっかりと固定する。A positioning plate according to the present invention is placed on the upper surface of an unhardened soil improvement pile driven into the ground, and an anchor is driven into the ground through a through hole to firmly fix the plate to the ground.
このように準備してから、鉄骨柱の脚部を筒部に挿通さ
せて未硬化の地盤改良杭中に挿入するが、上記のように
板体はアンカーによって地盤に強固に固定されているの
で、地盤改良杭が未硬化で、しかも鉄骨柱脚部の挿入に
際して外力が加わることがあっても横に勝手に動くこと
はなく、鉄骨柱を正しく案内する。After preparing in this way, the legs of the steel column are inserted into the cylinder and inserted into the unhardened ground improvement pile, but as mentioned above, the plate is firmly fixed to the ground with anchors. The ground improvement pile is unhardened, and even if an external force is applied when inserting the steel column base, it will not move laterally without permission and will correctly guide the steel column.
このため、鉄骨柱の脚部が未硬化の地盤改良杭への挿入
時、若しくは挿入後において横に動くことがなく、地盤
改良杭に対する鉄骨柱の一体化が良好になされる。Therefore, the legs of the steel column do not move laterally during or after insertion into the unhardened soil improvement pile, and the steel column is well integrated with the soil improvement pile.
添付図面は本発明の一実施例を示すもので、本発明に係
る住宅の基礎構築用位置決めプレー)Pは、板体1と筒
体2とから構成されている。The attached drawing shows one embodiment of the present invention, and the positioning plate (P) for constructing the foundation of a house according to the present invention is composed of a plate body 1 and a cylinder body 2.
板体1は鋼板等の板材を四角形に切断し、その中央に四
角形の中心孔1aを、また四隅に透孔1bをそれぞれ穿
設するとともに、互いに隣り合う隅部の中間位置の下面
にスパイクICを穿設して製作されている。この板体1
は、地中に打設されたソイルセメント等の地盤改良杭3
の上面に直接載せられるもので、各透孔1bと各スパイ
クICが地盤改良杭3の外周から外側に外ずれて地面に
接触するように、十分に大きく形成されている。透孔1
bは、板体1の上からアンカー4を地盤に打ち込んで板
体1を地盤に固定するためのものであり、また、スパイ
クICは地盤に食い込んでアンカー4同様に板体1を地
盤に固定する。The plate body 1 is made by cutting a plate material such as a steel plate into a rectangular shape, and drilling a rectangular center hole 1a in the center and through holes 1b in each of the four corners, and a spike IC on the lower surface of the intermediate position between the adjacent corners. It is manufactured by drilling. This plate 1
is a ground improvement pile made of soil cement etc. driven into the ground 3
It is placed directly on the upper surface of the soil improvement pile 3, and is formed sufficiently large so that each through hole 1b and each spike IC are displaced outward from the outer periphery of the ground improvement pile 3 and come into contact with the ground. Through hole 1
b is for fixing the plate 1 to the ground by driving the anchor 4 into the ground from above the plate 1, and the spike IC bites into the ground to fix the plate 1 to the ground in the same way as the anchor 4. do.
また、筒体2は、断面四角形の鋼材等の筒を所定の長さ
に切断し、その側面にボルト孔2aを穿設して成り、板
体1の中心孔1aに嵌め付けられて溶接等の手段で板体
1に垂直かつ一体に固着されている。The cylinder 2 is made by cutting a cylinder made of steel or the like with a rectangular cross section into a predetermined length, and drilling bolt holes 2a in the side surface of the cylinder, and then fitting it into the center hole 1a of the plate 1 for welding or the like. It is vertically and integrally fixed to the plate body 1 by means of.
この筒体2は、基礎ユニット5の鉄骨柱5aの下部、す
なわち脚部5bを挿通させるものであって、脚部5bが
横方向にがたつくことなく案内されるようにその内形(
径)が脚部5bの大きさ及び形状に合わせられている。This cylindrical body 2 is for inserting the lower part of the steel column 5a of the foundation unit 5, that is, the leg part 5b, and its inner shape (
diameter) is matched to the size and shape of the leg portion 5b.
ボルト孔2aは、鉄骨柱5aに穿設された係止孔5Cに
、未硬化地盤改良杭3に対する脚部5bの挿入終了後に
おいてポルト6を差し込んで筒体2に鉄骨柱5aを固定
するためのものである。The bolt hole 2a is used to fix the steel column 5a to the cylinder body 2 by inserting the port 6 into the locking hole 5C drilled in the steel column 5a after the leg portion 5b has been inserted into the unhardened soil improvement pile 3. belongs to.
基礎ユニット5は工場等において、複数本(第3図では
4本)の鉄骨柱5aを複数本(同、8本)の鉄骨梁5d
で一体に結合して成る。The foundation unit 5 is installed in a factory or the like by connecting a plurality of (four in Fig. 3) steel columns 5a and a plurality (eight in Fig. 3) of steel beams 5d.
It is made by joining together as one.
地盤改良杭3の打設方法は種々あるが、代表的なものと
して、アースオーガによって地面に穴を穿設しながら、
その穴にセメントミルクを注入して地盤改良杭3とする
例をあげることができる。There are various methods of driving the ground improvement pile 3, but a typical method is to use an earth auger to drill a hole in the ground.
An example of the soil improvement pile 3 can be given by injecting cement milk into the hole.
次に、本発明に係る位置決めプレートの作用を説明する
。Next, the operation of the positioning plate according to the present invention will be explained.
上記のようにして打設された地盤改良杭3が未硬化の状
態を保持しているうちに、本発明の位置決めプレートP
の板体1を、杭3の中心位置に筒体2を配して杭3の上
面に載せ、スパイク1cを地面に食い込ませるとともに
、透孔1bからアンカー4を地盤に打ち込む。これによ
り位置決めプレートPは、未硬化の地盤改良杭3に関係
なく直接地盤に固定されるようになる。While the ground improvement pile 3 driven as described above remains unhardened, the positioning plate P of the present invention
The plate body 1 is placed on the upper surface of the pile 3 with the cylinder body 2 arranged at the center position of the pile 3, the spikes 1c are dug into the ground, and the anchor 4 is driven into the ground through the through hole 1b. As a result, the positioning plate P is directly fixed to the ground regardless of the unhardened ground improvement piles 3.
上記の作業が終了したら、基礎ユニット5の各脚部5b
の下端を各筒体2に嵌め入れ、基礎ユニット5を所定の
姿勢のまま降下させてその脚部5bを杭3内に挿入沈降
させる。この際、上記のように本位置決めプレートPが
地盤に強固に固定され、脚部5bを正しく案内するため
、脚部5bが横にずれることがない。After completing the above work, each leg 5b of the basic unit 5
The lower end of the base unit 5 is fitted into each cylindrical body 2, and the base unit 5 is lowered in a predetermined posture to insert its leg portion 5b into the pile 3 and lower it. At this time, as described above, the main positioning plate P is firmly fixed to the ground and correctly guides the leg portion 5b, so that the leg portion 5b does not shift laterally.
鉄骨柱5aの係止孔5Cが筒体2のボルト孔2aに合致
したら、ボルト孔2aから係止孔5cにポルト6を挿入
し、位置決めプレートPに基礎ユニット5を固定して基
礎の構築作業をひとまず終了する。地盤改良杭3が完全
に硬化するまで、上記の状態が保持されるが、杭3が硬
化しきらないうちに、風等による外力が基礎ユニット5
に加えられるようなことがあっても、本位置決めプレー
トPは基礎ユニット5の横揺れを防止する。When the locking hole 5C of the steel column 5a matches the bolt hole 2a of the cylinder 2, insert the port 6 from the bolt hole 2a into the locking hole 5c, fix the foundation unit 5 to the positioning plate P, and start the foundation construction work. Finish for now. The above condition is maintained until the soil improvement piles 3 are completely hardened, but before the piles 3 are completely hardened, external forces such as wind etc.
This positioning plate P prevents the foundation unit 5 from lateral shaking even if the base unit 5 is subjected to a lateral movement.
なお、板体1や筒体2の形状、透孔1bやスパイクlc
の個数や位置などは図のものに限られるものではなく、
本発明において任意である。In addition, the shape of the plate 1 and the cylinder 2, the through hole 1b and the spike lc
The number and position of are not limited to those shown in the figure.
It is optional in the present invention.
以上説明したように、本発明に係る住宅の基礎構築用位
置決めプレートは、地中に打設されたソイルセメント等
よりなる地盤改良杭の上面に載セられる板体のほぼ中央
部に、鉄骨柱の脚部を挿通させる筒部が設けられ、上記
板体の周囲部にアンカーを地盤中に打ち込むための透孔
が形成された構成とされているので、これをアンカーで
地盤に強固に固定し、鉄骨柱の脚部を横に動かすことな
く正しく案内して未硬化の地盤改良杭中に挿入沈降させ
ることができるとともに、挿入沈降後における鉄骨柱の
横揺れを防止することができる。このため、地盤改良杭
に対して鉄骨柱をより完全に一体化し、良好な住宅基礎
とすることが容易である。As explained above, the positioning plate for constructing the foundation of a house according to the present invention has a steel column column located approximately in the center of the plate body that is placed on the top surface of the soil improvement pile made of soil cement or the like cast into the ground. A cylindrical part is provided through which the leg of the plate is inserted, and a through hole is formed around the plate for driving the anchor into the ground, so this can be firmly fixed to the ground with the anchor. , it is possible to correctly guide the legs of a steel frame column without moving it laterally, insert it into an unhardened ground improvement pile, and to prevent the steel column from lateral shaking after insertion and settlement. Therefore, it is easy to more completely integrate the steel columns with the soil improvement piles and create a good foundation for a house.
添付図面は本発明の一実施例を示すもので、第1図は本
発明に係る住宅の基礎構築用位置決めプレートと地盤改
良杭の関係を示す一部破断の外観図、第2図は本位置決
めプレートの使用状態を示す断面図、第3図は住宅基礎
の構築準備状態を示す外観図である。
第2図The attached drawings show one embodiment of the present invention, and Fig. 1 is a partially cutaway external view showing the relationship between the positioning plate for building foundations of houses and soil improvement piles according to the present invention, and Fig. 2 is a diagram showing the positioning plate according to the present invention. FIG. 3 is a cross-sectional view showing the state in which the plate is used, and an external view showing the state in which a house foundation is being prepared. Figure 2
Claims (1)
の上面に載せられる板体のほぼ中央部に、鉄骨柱の脚部
を挿通させる筒部が設けられ、上記板体の周囲部にアン
カーを地盤中に打ち込むための透孔が形成されたことを
特徴とする住宅の基礎構築用位置決めプレート。A cylindrical part through which the legs of the steel column are inserted is provided approximately in the center of the plate that is placed on the top surface of the soil improvement pile made of soil cement, etc., which is driven into the ground, and an anchor is attached to the periphery of the plate. A positioning plate for constructing the foundation of a house, characterized by having a through hole formed therein for driving the material into the ground.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP5836590A JPH03260223A (en) | 1990-03-09 | 1990-03-09 | Positioning plate for base construction of housing |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP5836590A JPH03260223A (en) | 1990-03-09 | 1990-03-09 | Positioning plate for base construction of housing |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| JPH03260223A true JPH03260223A (en) | 1991-11-20 |
Family
ID=13082291
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP5836590A Pending JPH03260223A (en) | 1990-03-09 | 1990-03-09 | Positioning plate for base construction of housing |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH03260223A (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH09291545A (en) * | 1996-04-25 | 1997-11-11 | Nkk Corp | How to connect columns and piles |
| JP2012046897A (en) * | 2010-08-24 | 2012-03-08 | Kangna Nelson Shen | Pile foundation of house unit |
| JP2012107488A (en) * | 2010-10-22 | 2012-06-07 | Takashi Yamamoto | Method for molding upper surface portion of improvement pile |
-
1990
- 1990-03-09 JP JP5836590A patent/JPH03260223A/en active Pending
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH09291545A (en) * | 1996-04-25 | 1997-11-11 | Nkk Corp | How to connect columns and piles |
| JP2012046897A (en) * | 2010-08-24 | 2012-03-08 | Kangna Nelson Shen | Pile foundation of house unit |
| JP2012107488A (en) * | 2010-10-22 | 2012-06-07 | Takashi Yamamoto | Method for molding upper surface portion of improvement pile |
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