JPH01151618A - Jig for correction of creeping-up of structure - Google Patents

Jig for correction of creeping-up of structure

Info

Publication number
JPH01151618A
JPH01151618A JP31046287A JP31046287A JPH01151618A JP H01151618 A JPH01151618 A JP H01151618A JP 31046287 A JP31046287 A JP 31046287A JP 31046287 A JP31046287 A JP 31046287A JP H01151618 A JPH01151618 A JP H01151618A
Authority
JP
Japan
Prior art keywords
support
foundation
members
adjusting members
creeping
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
JP31046287A
Other languages
Japanese (ja)
Other versions
JP2571946B2 (en
Inventor
Masanobu Maeda
前田 雅信
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.)
Sekisui House Ltd
Original Assignee
Sekisui House 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 Sekisui House Ltd filed Critical Sekisui House Ltd
Priority to JP31046287A priority Critical patent/JP2571946B2/en
Publication of JPH01151618A publication Critical patent/JPH01151618A/en
Application granted granted Critical
Publication of JP2571946B2 publication Critical patent/JP2571946B2/en
Anticipated expiration legal-status Critical
Expired - Lifetime legal-status Critical Current

Links

Abstract

PURPOSE:To make correction of creeping-up of a structure built in a soft ground possible, by a method wherein adjusting members in cylindrical shape are put over the upper end of supporting piles driven into the earth, and an external thread provided over the outer periphery of the adjusting members are screw- fitted to the supporting members of a structure. CONSTITUTION:Adjusting members 1, in a cylindrical shape and having external thread 3 on their outer periphery, are put over the upper end of supporting piles 12 driven into the earth. And a foundation 13 with a footing member 14 is erected with supporting-members 5 being screw-fitted to the adjusting members 1 with threaded pipes 7. When the ground 15 subsides further and creeping-up of a structure occurs, the surface of that ground is turned up. Then a rod-shaped tool is inserted between the protrusions 4 protruded upward from the top of the adjusting members 1. By turning the adjusting members 1 in a direction of loosening the screw, the supporting members 5 are lowered relative to the adjusting members 1 and the foundation 13 and the structure are lowered together and the creeping-up can be corrected.

Description

【発明の詳細な説明】 産業上の利用分野 この発明は、住宅等の建築物が地盤に対して相対的に抜
け上ったときの補正用治具に関するものである。
DETAILED DESCRIPTION OF THE INVENTION Field of Industrial Application This invention relates to a jig for correcting when a building such as a house has climbed relative to the ground.

従来の技術 住宅等の建築物を軟弱地盤へ建築する場合、まず、この
地盤の支持層まで支持杭を打ち込み、この支持杭の上部
に基礎を構築して建物が沈下しないよう支持させること
が行なわれている。したがって、建物自体は、支持杭を
介して地盤の支持層より支持されていることから沈下し
ないが、軟弱地盤の場合には、地盤面が下降する結果相
対的に建物が抜け上ったような状態となり、外観も見苦
しくなることから、建築主からクレームを受けることが
ある。従来、このように建物が相対的な抜け上りを生じ
たときの補正を節単に行なう手段がなく、そのようなり
レームに適切に対応できないという不都合があった。
Conventional technology When constructing a building such as a house on soft ground, first, support piles are driven to the supporting layer of this ground, and a foundation is built on top of these support piles to support the building so that it does not sink. It is. Therefore, the building itself will not sink because it is supported by the supporting layer of the ground via the support piles, but in the case of soft ground, the ground surface will fall and the building will appear to have climbed up. This can lead to complaints from building owners due to the condition and the unsightly appearance. Conventionally, there has been no means to simply and easily correct when a relative overhang occurs in a building, and there has been an inconvenience that such a frame cannot be appropriately dealt with.

この発明は、そのような建物の抜け上りを簡単に補正す
ることができるようにした補正用の治具を提供するもの
である。
The present invention provides a correction jig that can easily correct such an overhang of a building.

問題点を解決するための手段 上記の目的を達成するため、この発明では、土中に打ち
込まれた支持杭(12)上端へ、その支持杭(12)に
よって下方へ移動しないよう保持された状態で回動操作
可能に取り付けられる調節部材(1)と、その支持部(
6)を基礎(13)へ埋設されるか又は基礎(13)底
面に当接されてその基礎(13)を支える支持部材(5
)とからなり、これらの調節部材(1)と支持部材(5
)とが、前記の回動操作によって支持部材(5)が上下
に移動調節されるよう螺子部(3)(8)を介して互い
に連結されていることを特徴とする。
Means for Solving the Problems In order to achieve the above object, the present invention provides a support pile (12) that is driven into the soil and is held at the upper end of the support pile (12) so as not to move downward. The adjustment member (1) is rotatably attached to the
6) is buried in the foundation (13) or is in contact with the bottom of the foundation (13) to support the foundation (13).
), and these adjustment members (1) and support members (5
) are connected to each other via threaded portions (3) and (8) so that the support member (5) can be moved up and down by the rotational operation.

作    用 建物周囲の地盤が沈下して相対的に建物が抜け上り状態
となった場合には、前記調節部材(1)を回動操作して
基礎を支えている支持部材(5)を下方へ移動させ、建
物全体を下げることによって補正を行なう。
Function: If the ground around the building sinks and the building is relatively lifted up, rotate the adjustment member (1) to move the support member (5) that supports the foundation downward. The correction is made by moving and lowering the entire building.

実施例 次に、この発明の構成を実施例に基づいて説明すると、
第2図が、本発明の補正用治具を示している。図におい
て、(1)は、第1図でも示すように、筒状でかつその
上端部に天井部(2)を備えた調節部材であり、その外
周部分には雄螺子(3)が形成されている。また、天井
部(2)の上面には上方に突出して4個の突起(4)(
4)・・・が、円周方向に等間隔を置いて固着されてい
る。
Examples Next, the structure of this invention will be explained based on examples.
FIG. 2 shows the correction jig of the present invention. In the figure, (1), as shown in Figure 1, is a cylindrical adjustment member with a ceiling (2) at its upper end, and a male screw (3) is formed on its outer periphery. ing. In addition, on the upper surface of the ceiling part (2), there are four projections (4) (
4)... are fixed at equal intervals in the circumferential direction.

(5)は、支持プレート(6)と、その支持プレート(
6)の中央部より上方へ突出するようにして固着された
螺子パイプ(7)とからなるこの発明の支持部材であり
、支持パイプ(7)の内周に、前記調節部材(1)の雄
螺子(3)が螺じ込まれ雌螺子(8)が形成されている
。また、支持プレート(6)には、螺子パイプ(7)の
中空部に対応して第1図のように貫通穴(9)が形成さ
れている。支持プレート(6)には、第1図の如く基礎
(13)へ埋設される埋め込み部材(10)  (10
)・・・が上方へ突設されている。この実施例では埋め
込み部材(10)としてボルトを用いている。
(5) consists of a support plate (6) and its support plate (
6) and a threaded pipe (7) which is fixedly fixed to the center part so as to protrude upward from the center part of the support pipe (7). The screw (3) is screwed in to form a female screw (8). Furthermore, a through hole (9) is formed in the support plate (6) as shown in FIG. 1, corresponding to the hollow part of the screw pipe (7). The support plate (6) has embedded members (10) (10
)... is provided to protrude upward. In this embodiment, a bolt is used as the embedded member (10).

上記補正用治具め設置方法を第1図に基づいて説明する
と、まず、土中へ支持杭(12)  (12)を打ち込
み、この支持杭(12)  (12)の上端部分に、支
持部材(5)の螺子パイプ(7)を外嵌させる。
The method for installing the above-mentioned correction jig will be explained based on Fig. 1. First, the support piles (12) (12) are driven into the soil, and the support members (5) Fit the threaded pipe (7) onto the outside.

このとき、調節部材(1)は螺子パイプ(7)に螺じ込
まれており、その天井部(2)を支持杭(12)上端面
に当接させて、調節部材(1)及び支持部材(5)を吊
り下げ状に支持させる。次に、上記支持プレート(6)
の上面に、基礎(13)のフーチング部(14)下面が
当接するようにしてその基礎(13)を構築する。この
とき、埋設部材(10)がフーチング部(14)内に埋
設されて、支持部材(5)と基礎(13)とが一体化さ
れる。また、支持部材(5)の螺子パイプ(7)上端部
分が、フーチング部(14)より上方へ突出する。しか
る後、フーチング部(14)の上方部を所定の地盤面(
15)まで埋め戻し、前記調節部材(1)を埋設してお
く。
At this time, the adjustment member (1) is screwed into the threaded pipe (7), and the ceiling part (2) is brought into contact with the upper end surface of the support pile (12), and the adjustment member (1) and the support member (5) is supported in a hanging manner. Next, the support plate (6)
The foundation (13) is constructed such that the lower surface of the footing portion (14) of the foundation (13) is in contact with the upper surface of the foundation (13). At this time, the buried member (10) is buried in the footing portion (14), and the support member (5) and the foundation (13) are integrated. Further, the upper end portion of the threaded pipe (7) of the support member (5) projects upward from the footing portion (14). After that, the upper part of the footing (14) is placed on a predetermined ground surface (
15) and bury the adjustment member (1).

この状態で、地盤(15)が沈下して、建物の抜け上り
現象を生じた場合には、その地盤面(15)の一部分を
掘り起こし、第3図のように、調節部材(1)上方に突
出する突起(4)(4)間へ棒状の工具(16)を挿し
込んで、この突起(4)を介して、調節部材(1)を前
記雄螺子(3)と雌螺子(8)の螺合を弛める方向へ回
転させる。これにより、支持部材(5)が調節部材(1
)に対して相対的に下降し、これに伴って基礎(13)
及び建物もそれだけ下降することから、地盤面(15)
の沈下に合わせて建物全体の抜け上りを補正することが
できる。その際、突起(4)(4)・・・の回転角度と
支持部材(5)の移動ストロークとの関係を予め割り出
しておけば、その突起(4)の回転角を測ることによっ
て補正量を管理することができる。
In this state, if the ground (15) sinks and the building rises up, a part of the ground surface (15) is dug up and the adjustment member (1) is moved upward as shown in Figure 3. A rod-shaped tool (16) is inserted between the protruding protrusions (4), and the adjusting member (1) is inserted between the male screw (3) and the female screw (8) through the protrusion (4). Rotate in the direction to loosen the screw. As a result, the support member (5) is adjusted to the adjustment member (1).
), and along with this, the foundation (13)
Since the building also descends by that amount, the ground surface (15)
It is possible to correct the rise of the entire building according to the subsidence of the building. At that time, if the relationship between the rotation angle of the protrusions (4) (4)... and the movement stroke of the support member (5) is determined in advance, the amount of correction can be calculated by measuring the rotation angle of the protrusion (4). can be managed.

上記実施例において、調節部材(1)は、その天井部(
2)を支持杭(12)の上端面に当接することによって
下方に移動しないよう保持させているが、これは他の手
段であってもよく、例えば、支持杭(12)の外周にフ
ランジを設けておいて、そのフランジへ調節部材(1)
を載せる等各種の手段が考えられる。また、支持部材(
5)は、その支持プレート(6)をフーチング部(14
)に埋設して、基礎(13)と一体化させてもよい。
In the above embodiment, the adjustment member (1) has a ceiling portion (
2) is held against the upper end surface of the support pile (12) so as not to move downward, but this may be done by other means, for example, by attaching a flange to the outer periphery of the support pile (12). Install the adjusting member (1) to the flange.
Various methods can be considered, such as adding . In addition, the support member (
5) connects the support plate (6) to the footing portion (14).
) and may be integrated with the foundation (13).

発明の効果 以上のように、この発明によれば、建物周囲の地盤が沈
下して建物全体に相対的な抜け上り現象を生じた賜金で
あっても、調節部材を回動操作することによって、その
沈下量に合わせて建物を下降させることができるから、
このような抜け上りの補正を簡単にかつ短時間で行なう
ことができるという効果がある。
Effects of the Invention As described above, according to the present invention, even if the ground around the building sinks and a relative upheaval phenomenon occurs in the entire building, by rotating the adjustment member, Because the building can be lowered according to the amount of subsidence,
There is an advantage that such correction of overflow can be performed easily and in a short time.

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

第1図は、この発明の実施例を示す基礎部分の横断面図
、第2図は、本発明補正用治具の分解斜視図、第3図は
、調節部材の回動操作の方法を示す要部の斜視図である
。 (1)・・・調節部材、(2)・・・天井部、(3)・
・・雄螺子、(5)・・・支持部材、(6)・・・支持
プレート、(8)・・・雌螺子、(12)・・・支持杭
、(13)・・・基礎。 特 許出願人   積水ハウス株式会社代理人弁理士 
  樽  本  久  幸第2図
FIG. 1 is a cross-sectional view of a basic part showing an embodiment of the present invention, FIG. 2 is an exploded perspective view of the correction jig of the present invention, and FIG. 3 is a diagram showing a method of rotating the adjustment member. FIG. 3 is a perspective view of main parts. (1)...adjustment member, (2)...ceiling part, (3)...
... Male screw, (5) ... Support member, (6) ... Support plate, (8) ... Female screw, (12) ... Support pile, (13) ... Foundation. Patent applicant Sekisui House Co., Ltd. Representative Patent Attorney
Hisayuki Tarumoto Diagram 2

Claims (1)

【特許請求の範囲】 1、土中に打ち込まれた支持杭上端へ、その支持杭によ
って下方へ移動しないよう保持された状態で回動操作可
能に取り付けられる調節部材と、その支持部を基礎へ埋
設されるか又は基礎底面に当接されてその基礎を支える
支持部材とからなり、これらの調練部材と支持部材とが
、前記の回動操作によって支持部材が上下に移動調節さ
れるよう螺子部を介して互いに連結されていることを特
徴とする建築物の抜け上り補正用治具。 2、天井部を備えた筒状の調節部材が支持杭上端へ回動
操作可能に遊嵌されており、この調節部材の外周に形成
した雄螺子部分が、支持部材の雌螺子部へ螺合されてい
る特許請求の範囲第1項記載の建築物の抜け上り補正用
治具。
[Claims] 1. An adjustment member that is rotatably attached to the upper end of a support pile driven into the soil and held so as not to move downward by the support pile, and the support portion is attached to the foundation. It consists of a support member that is buried or in contact with the bottom of the foundation to support the foundation, and the training member and the support member have a threaded portion so that the support member can be moved up and down by the above-mentioned rotational operation. What is claimed is: 1. A jig for correcting an overhang of a building, characterized in that the jig is connected to each other via. 2. A cylindrical adjustment member with a ceiling part is rotatably fitted loosely to the upper end of the support pile, and the male threaded part formed on the outer periphery of this adjustment member is screwed into the female threaded part of the support member. A jig for correcting an overhang of a building according to claim 1.
JP31046287A 1987-12-08 1987-12-08 Jigs for building uplift Expired - Lifetime JP2571946B2 (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP31046287A JP2571946B2 (en) 1987-12-08 1987-12-08 Jigs for building uplift

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP31046287A JP2571946B2 (en) 1987-12-08 1987-12-08 Jigs for building uplift

Publications (2)

Publication Number Publication Date
JPH01151618A true JPH01151618A (en) 1989-06-14
JP2571946B2 JP2571946B2 (en) 1997-01-16

Family

ID=18005541

Family Applications (1)

Application Number Title Priority Date Filing Date
JP31046287A Expired - Lifetime JP2571946B2 (en) 1987-12-08 1987-12-08 Jigs for building uplift

Country Status (1)

Country Link
JP (1) JP2571946B2 (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007174586A (en) * 2005-12-26 2007-07-05 Yagi Antenna Co Ltd Constant attenuation filter
CN104975622A (en) * 2015-07-18 2015-10-14 兰州理工大学 Correction and reinforcement method for precast pile foundation of high-rise building

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2007174586A (en) * 2005-12-26 2007-07-05 Yagi Antenna Co Ltd Constant attenuation filter
CN104975622A (en) * 2015-07-18 2015-10-14 兰州理工大学 Correction and reinforcement method for precast pile foundation of high-rise building
CN104975622B (en) * 2015-07-18 2017-01-11 兰州理工大学 Correction and reinforcement method for precast pile foundation of high-rise building

Also Published As

Publication number Publication date
JP2571946B2 (en) 1997-01-16

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