JP2017186790A - Head part cover for steel pipe pile - Google Patents

Head part cover for steel pipe pile Download PDF

Info

Publication number
JP2017186790A
JP2017186790A JP2016076185A JP2016076185A JP2017186790A JP 2017186790 A JP2017186790 A JP 2017186790A JP 2016076185 A JP2016076185 A JP 2016076185A JP 2016076185 A JP2016076185 A JP 2016076185A JP 2017186790 A JP2017186790 A JP 2017186790A
Authority
JP
Japan
Prior art keywords
steel pipe
pipe pile
substantially triangular
head
head part
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
JP2016076185A
Other languages
Japanese (ja)
Other versions
JP6022098B1 (en
Inventor
榎本隆彦
Takahiko Enomoto
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.)
Sigmabase Inc
Original Assignee
Sigmabase Inc
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 Sigmabase Inc filed Critical Sigmabase Inc
Priority to JP2016076185A priority Critical patent/JP6022098B1/en
Application granted granted Critical
Publication of JP6022098B1 publication Critical patent/JP6022098B1/en
Publication of JP2017186790A publication Critical patent/JP2017186790A/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

Links

Images

Landscapes

  • Piles And Underground Anchors (AREA)
  • Foundations (AREA)

Abstract

PROBLEM TO BE SOLVED: To provide a head part cover, inexpensively manufacturable, and easy in handling, by securing tight fitting in response to it even when a steel pipe pile is not complete round, by tightly and stably fitting to an inner surface of the steel pipe pile.SOLUTION: A head part cover for a steel pipe pile put on a head part of the installed steel pipe pile when constructing a foundation of a structure on its steel pipe pile by installing the steel pipe pile in the ground, comprises a flange part 2 of the circular contour formed by press-working a steel plate and having an outer diameter D larger than an inner diameter of at least the steel pipe pile and a substantially triangular cylindrical recess part 4 formed on the inside of its flange part 2 and forming a substantially triangular shape of a circular arc shape in both corner parts 3 of three places in a plan view. The recess part 4 of the substantially triangular cylindrical shape is a shape of having a contour dimension pressed in an inner surface of the steel pipe pile in the circular arc-shaped corner parts 3 of the three places when putting the head part cover on a head part of the steel pipe pile.SELECTED DRAWING: Figure 1

Description

この発明は、鋼管杭を打設した後に、その頭部に蓋をする必要がある場合に用いられる鋼管杭用の頭部蓋に関する。   This invention relates to the head cover for steel pipe piles used when it is necessary to cover the head after placing the steel pipe pile.

建築物等の構造物の建設において、鋼管杭を打設し、その鋼管杭の上に構造物の例えばコンクリート基礎を施工する場合、打設した鋼管杭の周囲を掘削し、鋼管杭を所定高さ位置にて切断した上で、コンクリート基礎を施工する。
その段階で鋼管杭の頭部が開放のままでは、砕石を敷く際やコンクリート打設の際に砕石やコンクリートが鋼管杭の中に入ってしまうので、それを防ぐために一般に鋼管杭の上端に蓋を被せる。
その蓋として、従来は、図5(イ)、(ロ)、(ハ)に示すように、円板12aの片側面に垂直に矩形板12bを溶接固定して、断面がT字形をなすような頭部蓋12を被せている。
When constructing a steel pipe pile in the construction of a structure such as a building and constructing a concrete foundation such as a concrete foundation on the steel pipe pile, excavate around the cast steel pipe pile and raise the steel pipe pile to a predetermined height. After cutting at this position, the concrete foundation is constructed.
If the head of the steel pipe pile remains open at that stage, crushed stone and concrete will enter the steel pipe pile when laying crushed stone or placing concrete. Put on.
Conventionally, as shown in FIGS. 5 (a), 5 (b), and 5 (c), a rectangular plate 12b is welded and fixed perpendicularly to one side surface of the disc 12a to form a T-shaped cross section. The head cover 12 is covered.

上記従来の頭部蓋12では、鋼管杭10の内面に緊密に嵌合できない場合が生じやすい。
すなわち、鋼管杭内面に嵌合する矩形板12bは管の直径方向に嵌合するが、鋼管杭10が真円ではないことが多々あるので、その場合には、矩形板12bの位置によっては管内面に緊密に嵌合しない状態となることがある。また、管の直径方向だけでの嵌合では、安定性が低く、また、矩形板12bの長さを精度よくしないと緊密な嵌合とはなりにくい。
また、この頭部蓋12は円板12aを作る加工と、矩形板12bを作る加工と、矩形板12bを円板12aに溶接する加工とが必要で、手間がかかりコストが高くなる。
また、円板と矩形板12bとで断面T字形をなす形状は、多数個を収納しあるいは持ち運びする際に嵩張り、取り扱いがしにくいということもある。
In the said conventional head cover 12, the case where it cannot closely fit to the inner surface of the steel pipe pile 10 tends to arise.
That is, the rectangular plate 12b fitted to the inner surface of the steel pipe pile is fitted in the diameter direction of the pipe, but the steel pipe pile 10 is often not a perfect circle. In this case, depending on the position of the rectangular plate 12b, The surface may not be tightly fitted. Further, the fitting only in the diameter direction of the tube has low stability, and it is difficult to achieve a close fitting unless the length of the rectangular plate 12b is accurate.
Further, the head cover 12 requires processing for making the disc 12a, processing for making the rectangular plate 12b, and processing for welding the rectangular plate 12b to the disc 12a, which is troublesome and increases the cost.
In addition, the shape of the circular plate and the rectangular plate 12b having a T-shaped cross section may be bulky and difficult to handle when storing or carrying a large number of pieces.

本発明は上記従来の欠点が解消される鋼管杭用の頭部蓋を提供することを目的とする。   An object of the present invention is to provide a head cover for a steel pipe pile in which the above-mentioned conventional drawbacks are eliminated.

上記課題を解決する請求項1の発明は、地中に鋼管杭を打設し、その鋼管杭の上に構造物の基礎を施工する際に、打設した鋼管杭の頭部に被せる鋼管杭用の頭部蓋であって、
鋼板をプレス加工してなり、少なくとも鋼管杭の内径より大きな外径を有する円形輪郭の鍔部と、その鍔部の内側に形成された、平面視で3カ所の角部がいずれも円弧状の略三角形をなす略三角形筒状のヘコミ部とを有し、前記略三角形筒状のヘコミ部は、当該頭部蓋を鋼管杭の頭部に被せた時に、前記3カ所の円弧状角部において鋼管杭の内面に圧入される輪郭寸法を有する形状であることを特徴とする。
The invention of claim 1 which solves the above-mentioned problem is a steel pipe pile which is placed on the head of the cast steel pipe pile when the steel pipe pile is placed in the ground and the foundation of the structure is constructed on the steel pipe pile. A head lid for
A steel plate is press-worked, and has a circular contour flange having an outer diameter larger than the inner diameter of at least the steel pipe pile, and three corners formed in an arc shape on the inner side of the flange. A substantially triangular cylindrical dent portion that forms a substantially triangular shape, and the substantially triangular cylindrical dent portion is located at the three arcuate corners when the head cover is placed on the head of the steel pipe pile. It is the shape which has the outline dimension press-fitted in the inner surface of a steel pipe pile.

請求項2は、請求項1の鋼管杭用の頭部蓋において、前記ヘコミ部の円弧状角部の縦断面は、ヘコミ部の底板側に向かって平面視内向きに傾斜した内向き傾斜部を有することを特徴とする。   Claim 2 is the head cover for the steel pipe pile according to claim 1, wherein the longitudinal section of the arc-shaped corner of the dent portion is inclined inwardly in plan view toward the bottom plate side of the dent portion. It is characterized by having.

本発明の頭部蓋によれば、鋼管杭の内面に緊密に嵌合し易く、かつ、管内面に安定して嵌合する。
また、鋼管杭が真円でない場合でもそれに対応して緊密な嵌合を確保し易い。また、金型による単純なプレス加工で製作できるので寸法精度を一定にし易く、単純なプレス加工で製作できるからコストが大幅に安く済む。
また、従来のT字断面をなす頭部蓋と異なり、重ね合わせることができるので、多数個を収納しあるいは持ち運びする際に嵩張らず、かつ、取り扱いが容易であるという種々の大きな長所がある。
According to the head cover of the present invention, it is easy to fit tightly to the inner surface of the steel pipe pile and stably fit to the inner surface of the pipe.
Further, even when the steel pipe pile is not a perfect circle, it is easy to ensure a close fitting correspondingly. Further, since it can be manufactured by a simple press working with a mold, the dimensional accuracy is easily made constant, and the cost can be greatly reduced because it can be manufactured by a simple press working.
In addition, unlike a conventional head lid having a T-shaped cross section, they can be overlapped, so that they have various great advantages that they are not bulky and easy to handle when storing or carrying many pieces.

(イ)は本発明の一実施例の鋼管杭用の頭部蓋の使用時の下面側から見た平面図、(ロ)は(イ)のAOA断面図である。(A) is the top view seen from the lower surface side at the time of use of the head cover for steel pipe piles of one Example of this invention, (b) is AOA sectional drawing of (b). (イ)は図1の頭部蓋を鋼管杭の頭部に被せた状態で示した図((イ)のAOA断面図に対応)、(ロ)は(イ)のB部拡大図である。(A) is a view showing a state where the head cover of FIG. 1 is put on the head of a steel pipe pile (corresponding to the AOA cross-sectional view of (A)), and (B) is an enlarged view of B part of (A). . 図1(イ)のA−A’断面図である。It is A-A 'sectional drawing of Fig.1 (a). 鋼管杭施工時の上記頭部蓋の使用状態を説明する図である。It is a figure explaining the use condition of the above-mentioned head lid at the time of steel pipe pile construction. 従来の鋼管杭用の頭部蓋を示すもので、(イ)は使用時の上面側から見た平面図、(ロ)は(イ)の正面図(頭部蓋を鋼管杭に被せた状態で示す)、(ハ)は(ロ)の側面図である。This figure shows a conventional head cover for steel pipe piles. (A) is a plan view seen from the upper surface side during use, (B) is a front view of (A) (the state where the head cover is put on the steel pipe pile) (C) is a side view of (b).

以下、本発明の鋼管杭用の頭部蓋を実施するための形態について、図面を参照して説明する。   Hereinafter, the form for implementing the head cover for steel pipe piles of the present invention is explained with reference to drawings.

本発明の頭部蓋1は、図4のように、地中に打設された鋼管杭10の頭部に被せられる。
この頭部蓋1は、鋼板をプレス加工してなり、図1〜図3にも示すように、少なくとも鋼管杭10の内径dより大きな外径Dを有する円形輪郭の鍔部2と、その鍔部2の内側に形成された、平面視で角部が円弧状の略三角形をなす略三角形筒状のヘコミ部4とを有している。略三角形筒状のヘコミ部4は、略三角形の平坦な底板4aと、底板4aから立上る略三角筒壁部4bとからなる。前記円弧状の角部(円弧状角部)を符号3で示す。
前記略三角形筒状のヘコミ部4は、当該頭部蓋1を図2(イ)に示すように鋼管杭10の頭部に被せた時に、前記3カ所の円弧状角部3において鋼管杭10の内面に圧入される輪郭寸法を有している。図2(イ)に二点鎖線で示したものは、鋼管杭への圧入前の頭部蓋1の形状を説明するための図であり、図示の通り略三角形筒状のヘコミ部4は、鋼管杭内に圧入された状態では僅かに縮径された状態となる。
前記ヘコミ部4における円弧状角部3の縦断面形状(略三角筒壁部4b縦断面形状)は、図2(ロ)に拡大して示すようにヘコミ部4の底板4a側に向かって平面視内向きに傾斜した内向き傾斜部4cを有している。この内向き傾斜部4cの角度θは実施例では約17°である。また、略三角筒壁部4bと鍔部2との間の曲げコーナー部には逃げ4dを設けており、鋼管杭の上端面と鍔部2との間に隙間が生じないようにしている。
なお、前記ヘコミ部4はその使用時の下面側から見た図1(イ)では凸部となるので、その凸部を4’で示した。
前記鍔部2は、頭部蓋1におけるヘコミ部4(ないし凸部4’)以外の部分を指す。
The head cover 1 of the present invention is placed on the head of a steel pipe pile 10 placed in the ground as shown in FIG.
This head cover 1 is formed by pressing a steel plate, and as shown in FIGS. 1 to 3, a circular-contour flange 2 having an outer diameter D larger than at least an inner diameter d of the steel pipe pile 10, and its flange It has a substantially triangular cylindrical dent portion 4 which is formed inside the portion 2 and whose corners form a substantially triangular shape in a plan view. The substantially triangular cylindrical dent portion 4 includes a substantially triangular flat bottom plate 4a and a substantially triangular cylindrical wall portion 4b rising from the bottom plate 4a. The arc-shaped corner (arc-shaped corner) is denoted by reference numeral 3.
When the head cover 1 is placed on the head of the steel pipe pile 10 as shown in FIG. 2 (a), the substantially triangular cylindrical dent portion 4 is formed at the three circular arc corners 3 at the steel pipe pile 10. It has a contour size to be press-fitted into the inner surface of the. What was shown with the dashed-two dotted line in FIG. 2 (I) is a figure for demonstrating the shape of the head cover 1 before the press injection to a steel pipe pile, and the substantially triangular cylindrical dent part 4 as shown in FIG. In the state of being press-fitted into the steel pipe pile, the diameter is slightly reduced.
The vertical cross-sectional shape (substantially triangular cylindrical wall portion 4b vertical cross-sectional shape) of the arcuate corner portion 3 in the dent portion 4 is a plane toward the bottom plate 4a side of the dent portion 4 as shown in FIG. It has the inwardly inclined part 4c inclined inwardly. The angle θ of the inwardly inclined portion 4c is about 17 ° in the embodiment. Further, a relief 4d is provided at the bent corner portion between the substantially triangular tube wall portion 4b and the flange portion 2 so that no gap is generated between the upper end surface of the steel pipe pile and the flange portion 2.
In addition, since the said dent part 4 becomes a convex part in FIG. 1 (a) seen from the lower surface side at the time of the use, the convex part was shown by 4 '.
The collar portion 2 refers to a portion other than the dent portion 4 (or convex portion 4 ′) in the head cover 1.

図1(イ)、(ロ)において、直径Dはこの頭部蓋1のヘコミ部4の鋼管杭への圧入外径を示す。この実施例では、この圧入外径Dを、鋼管杭の内径93.2mmφに対して94mmφとしている。実施例の鋼管杭の外径は101.6mmφである。
実施例の頭部蓋1の板厚tは2mm、高さhは10mm、圧入部長さ(深さ)mは4mmである。
Figure 1 (a) and (b), the diameter D 1 represents a press fit outside diameter of the steel pipe pile of dents portion 4 of the head cover 1. In this embodiment, the press-fit outer diameter D 1, is a 94mmφ against the inner diameter 93.2mmφ of the steel pipe pile. The outer diameter of the steel pipe pile of an Example is 101.6 mmphi.
The plate thickness t of the head cover 1 of the embodiment is 2 mm, the height h is 10 mm, and the press-fit portion length (depth) m is 4 mm.

建築物等の構造物の建設において、鋼管杭を打設し、その鋼管杭の上に構造物の例えばコンクリート基礎を施工する等の場合、打設した鋼管杭の周囲を掘削し、鋼管杭を所定高さ位置にて切断した上で、コンクリート基礎を施工する。図4は鋼管杭10の周囲を掘削した段階を示し、この段階で鋼管杭10の頭部に頭部蓋1を被せる。
続いて、例えば砕石を敷くあるいは捨コンを施す等の作業となるが、頭部蓋1を被せているので、砕石や捨コンが鋼管杭の中に入ってしまうのを防止できる。
In the construction of a structure such as a building, when a steel pipe pile is placed and a concrete foundation such as a concrete foundation is constructed on the steel pipe pile, the periphery of the cast steel pipe pile is excavated and the steel pipe pile is After cutting at a predetermined height, the concrete foundation is constructed. FIG. 4 shows a stage where the periphery of the steel pipe pile 10 is excavated, and the head cover 1 is put on the head of the steel pipe pile 10 at this stage.
Subsequently, for example, crushed stone is laid or discarded, but since the head cover 1 is covered, it is possible to prevent the crushed stone and discarded component from entering the steel pipe pile.

上記の頭部蓋1によれば、鋼管杭内に嵌合するヘコミ部4が、平面視で3カ所の角部がいずれも円弧状の略三角形をなす略三角形筒状をなしているので、従来の頭部蓋12のように鋼管杭に矩形板12bの両端の2か所で嵌合するものと比較して、3カ所の円弧状角部3で嵌合するので、鋼管杭10の内面に顕著に緊密に嵌合し易い。
特に、実際の鋼管杭は真円でない場合が多々あるが、3カ所の円弧状角部3で嵌合するので、真円でない場合でも緊密な嵌合を容易に確保できる。
また、3カ所の円弧状角部3で嵌合するので、管内面に内での嵌合状態は安定している。
また、金型による単純なプレス加工で製作できるので、従来の頭部蓋12と比較して寸法精度を一定にし易い。
また、単純なプレス加工で製作できるからコストが大幅に安く済む。
また、T字断面をなすものと異なり、重ね合わせることができるので、多数個を収納しあるいは持ち運びする際に嵩張らず、かつ、取り扱いが容易である。
上述の通り本発明の頭部蓋は、従来の頭部蓋12と比較して、多くの長所を有する。
According to the head cover 1 described above, the dent portion 4 fitted into the steel pipe pile has a substantially triangular cylindrical shape in which the three corner portions are substantially arcuate in a plan view. Compared with the conventional pipe head pile 12 that is fitted to the steel pipe pile at two positions on both ends of the rectangular plate 12b, it is fitted at the three arcuate corners 3, so the inner surface of the steel pipe pile 10 It is easy to fit in a very close.
In particular, there are many cases where an actual steel pipe pile is not a perfect circle, but since it is fitted at three arcuate corners 3, a tight fit can be easily ensured even if it is not a perfect circle.
Further, since the fitting is performed at the three arcuate corner portions 3, the fitting state inside the pipe inner surface is stable.
Further, since it can be manufactured by simple press working with a mold, it is easy to make the dimensional accuracy constant as compared with the conventional head cover 12.
In addition, the cost can be greatly reduced because it can be manufactured by simple press working.
Moreover, since it can overlap | superpose unlike what makes a T-shaped cross section, when storing or carrying many pieces, it is not bulky and handling is easy.
As described above, the head cover of the present invention has many advantages compared to the conventional head cover 12.

なお、本発明の頭部蓋は、鋼管杭を打設する種々の場合に適用できる。例えば、鋼管杭の先端に掘削刃を持つ場合及び持たない場合、また、鋼管杭の先端近傍等に切込みを持つ鍔部により形成される上向き羽根・下向き羽根を設けている場合及び設けていない場合、鋼管杭先端面を端面板で閉塞している場合及び開放である場合等の、種々の場合に適用できる。
また、実施例の鋼管杭は101.6mmφであるが、そのサイズに限定されない。
In addition, the head cover of this invention is applicable to the various cases which drive a steel pipe pile. For example, with or without a drilling blade at the tip of a steel pipe pile, and with or without an upward / downward blade formed by a flange with a cut near the tip of the steel pipe pile, etc. It can be applied to various cases such as when the steel pipe pile front end face is closed with an end face plate and when it is open.
Moreover, although the steel pipe pile of an Example is 101.6 mmphi, it is not limited to the size.

1 頭部蓋
2 鍔部
3 円弧状角部(円弧状の角部)
4 (略三角形筒状の)ヘコミ部
4a 底板
4b 略三角筒壁部
4c 内向き傾斜部
10 鋼管杭
d 鋼管杭の内径
D 鍔部の外径
(ヘコミ部4の鋼管杭への)圧入外径
θ 内向き傾斜部4cの角度
1 head cover 2 collar 3 arc-shaped corner (arc-shaped corner)
4 Indented portion 4a (substantially triangular cylindrical shape) Bottom plate 4b Inclined triangular tubular wall portion 4c Inwardly inclined portion 10 Steel pipe pile d Inner diameter D of steel pipe pile Outer diameter D 1 (indented portion 4 into steel pipe pile) Outer diameter θ Angle of inwardly inclined portion 4c

Claims (2)

地中に鋼管杭を打設し、その鋼管杭の上に構造物の基礎を施工する際に、打設した鋼管杭の頭部に被せる鋼管杭用の頭部蓋であって、
鋼板をプレス加工してなり、少なくとも鋼管杭の内径より大きな外径を有する円形輪郭の鍔部と、その鍔部の内側に形成された、平面視で3カ所の角部がいずれも円弧状の略三角形をなす略三角形筒状のヘコミ部とを有し、前記略三角形筒状のヘコミ部は、当該頭部蓋を鋼管杭の頭部に被せた時に、前記3カ所の円弧状角部において鋼管杭の内面に圧入される輪郭寸法を有する形状であることを特徴とする鋼管杭用の頭部蓋。
When placing a steel pipe pile in the ground and constructing the foundation of the structure on the steel pipe pile, it is a head cover for a steel pipe pile that covers the head of the placed steel pipe pile,
A steel plate is press-worked, and has a circular contour flange having an outer diameter larger than the inner diameter of at least the steel pipe pile, and three corners formed in an arc shape on the inner side of the flange. A substantially triangular cylindrical dent portion that forms a substantially triangular shape, and the substantially triangular cylindrical dent portion is located at the three arcuate corners when the head cover is placed on the head of the steel pipe pile. A head cover for a steel pipe pile, characterized by having a shape having a contour dimension that is press-fitted into the inner surface of the steel pipe pile.
前記ヘコミ部の円弧状角部の縦断面は、前記ヘコミ部の底板側に向かって平面視内向きに傾斜した内向き傾斜部を有することを特徴とする請求項1の鋼管杭用の頭部蓋。

2. The head portion for steel pipe piles according to claim 1, wherein a longitudinal section of the arc-shaped corner portion of the dent portion has an inwardly inclined portion inclined inward in a plan view toward the bottom plate side of the dent portion. lid.

JP2016076185A 2016-04-05 2016-04-05 Head cover for steel pipe pile Active JP6022098B1 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP2016076185A JP6022098B1 (en) 2016-04-05 2016-04-05 Head cover for steel pipe pile

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP2016076185A JP6022098B1 (en) 2016-04-05 2016-04-05 Head cover for steel pipe pile

Publications (2)

Publication Number Publication Date
JP6022098B1 JP6022098B1 (en) 2016-11-09
JP2017186790A true JP2017186790A (en) 2017-10-12

Family

ID=57247422

Family Applications (1)

Application Number Title Priority Date Filing Date
JP2016076185A Active JP6022098B1 (en) 2016-04-05 2016-04-05 Head cover for steel pipe pile

Country Status (1)

Country Link
JP (1) JP6022098B1 (en)

Cited By (1)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2020159120A (en) * 2019-03-27 2020-10-01 日鉄建材株式会社 Lid body for underground embedded steel pipe, underground embedded steel pipe, and joint member

Family Cites Families (4)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS5218483B2 (en) * 1973-06-15 1977-05-21
JPS6033938B2 (en) * 1982-12-27 1985-08-06 北海道玉造鋼業株式会社 Manufacturing method for round caps for steel pipe piles
JPH0692658B2 (en) * 1992-11-11 1994-11-16 株式会社世古工務店 Pile head cap and its mounting tool
JP2006132174A (en) * 2004-11-05 2006-05-25 Univ Of Tokyo Connector and connecting structure using the same

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2020159120A (en) * 2019-03-27 2020-10-01 日鉄建材株式会社 Lid body for underground embedded steel pipe, underground embedded steel pipe, and joint member
JP7189821B2 (en) 2019-03-27 2022-12-14 日鉄建材株式会社 Lid for underground steel pipe, underground steel pipe, and joint member

Also Published As

Publication number Publication date
JP6022098B1 (en) 2016-11-09

Similar Documents

Publication Publication Date Title
JP6022098B1 (en) Head cover for steel pipe pile
JP2009024350A (en) Pile head structure of steel pipe pile, and pile head member
JP2015039358A (en) Octagonal hollow tube for greenhouse
JP2007002578A (en) Reinforced structure of steel frame reinforced concrete structural material and its construction method
JP2011202450A (en) Pile placing system
JP6442725B2 (en) Embankment structure for embankment and integrated foundation between soil and foundation
JP2016053259A (en) Positioning tool of form
JP6799907B2 (en) Pile head structure
JP6270763B2 (en) Building support structure, construction method of building support structure and pile lid
JP7261629B2 (en) Lid for underground steel pipe, underground steel pipe, and joint member
JP6186883B2 (en) Pile foundation structure and construction method of pile foundation structure
JPH053353U (en) Steel pipe pile lid
JP2009007831A (en) Pc well structure construction method
JP6233753B2 (en) Pile head structure and construction method of pile head structure
JPH11158867A (en) Steel pipe pile and sealing cover thereof
JP6522319B2 (en) Buried structure of concrete pile with pipe for heat exchange
JP2021059888A (en) Head cover for steel pipe pile
KR101262856B1 (en) Concrete manhole mold
JP6426457B2 (en) Construction method of formwork type foundation steel pipe
JP2005023573A (en) Joining structure of reinforced concrete member and steel pipe concrete
JP5806565B2 (en) Block body mold
JP5416208B2 (en) Steel pipe connection structure, steel pipe connection method, and joint member
KR200359073Y1 (en) The head reinforce equipment of a steel pipe pile
KR200448569Y1 (en) Apparatus for reinforcing head of steel tube pile
JP6771980B2 (en) How to install the support

Legal Events

Date Code Title Description
A871 Explanation of circumstances concerning accelerated examination

Free format text: JAPANESE INTERMEDIATE CODE: A871

Effective date: 20160907

A975 Report on accelerated examination

Free format text: JAPANESE INTERMEDIATE CODE: A971005

Effective date: 20160923

TRDD Decision of grant or rejection written
A01 Written decision to grant a patent or to grant a registration (utility model)

Free format text: JAPANESE INTERMEDIATE CODE: A01

Effective date: 20161004

A61 First payment of annual fees (during grant procedure)

Free format text: JAPANESE INTERMEDIATE CODE: A61

Effective date: 20161004

R150 Certificate of patent or registration of utility model

Ref document number: 6022098

Country of ref document: JP

Free format text: JAPANESE INTERMEDIATE CODE: R150

S531 Written request for registration of change of domicile

Free format text: JAPANESE INTERMEDIATE CODE: R313531

R350 Written notification of registration of transfer

Free format text: JAPANESE INTERMEDIATE CODE: R350

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250

R250 Receipt of annual fees

Free format text: JAPANESE INTERMEDIATE CODE: R250