[go: up one dir, main page]

JP2000073443A - Load support device having function for deciding position for steel frame column and function for adjusting level - Google Patents

Load support device having function for deciding position for steel frame column and function for adjusting level

Info

Publication number
JP2000073443A
JP2000073443A JP10284713A JP28471398A JP2000073443A JP 2000073443 A JP2000073443 A JP 2000073443A JP 10284713 A JP10284713 A JP 10284713A JP 28471398 A JP28471398 A JP 28471398A JP 2000073443 A JP2000073443 A JP 2000073443A
Authority
JP
Japan
Prior art keywords
load
level
pillar
product
column
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
Application number
JP10284713A
Other languages
Japanese (ja)
Inventor
Yoshifumi Hayashi
佳史 林
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.)
Individual
Original Assignee
Individual
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 Individual filed Critical Individual
Priority to JP10284713A priority Critical patent/JP2000073443A/en
Publication of JP2000073443A publication Critical patent/JP2000073443A/en
Pending legal-status Critical Current

Links

Landscapes

  • Foundations (AREA)
  • Joining Of Building Structures In Genera (AREA)
  • Conveying And Assembling Of Building Elements In Situ (AREA)

Abstract

PROBLEM TO BE SOLVED: To erect a column at an accurate position by only putting the steel frame column on a product or the like which can not only support a load but also adjust the level. SOLUTION: A spherical round shape is formed on the upper part of a product or the like which can not only support a load but also adjust the level. A spherical diametral recess having the same round shape or a larger shape is formed on a steel member. Assuming that a column to be erected has been erected at an accurate column position where it must be erected, a position of a product or the like which is erected on a foundation concrete at present and can support a load and adjust the level is marked at the lower part of a base plate, and then, steel members are fixed at the positions. When the column is installed on the product or the like which can support the load and also adjust the level through anchor bolts, the upper part of the product and the recess of the steel member are engaged with each other to install the column at the accurate position where it must be positioned.

Description

【発明の詳細な説明】 この発明は、建て方などで鉄骨の柱を建てる場合、柱の
荷重を荷重支持兼レベル調整可能な製品等(基礎コンク
リートに一部埋め込むもので通称鉄だんごとよばれてい
る)によって支えるときに、荷重支持兼レベル調整可能
な製品等(基礎コンクリートに一部埋め込むもので通称
鉄だんごとよばれている)の上に置いたときに(自然
に)その柱が正確な柱の位置に設置出来るようにした発
明である。従来、鉄骨建て方において鉄骨柱を建てると
き、建方荷重の支持および据え付けレベル調整を、荷重
支持兼レベル調整可能な製品等(基礎コンクリートに一
部埋め込む通称鉄だんご、以下省略)を使用して建て方
をする場合、あらかじめ柱脚部分の基礎コンクリートを
打設するとき埋設された荷重支持兼レベル調整可能な製
品等のレベル調整をし、基礎に埋設されたアンカーボル
トを鉄骨柱ベースプレートに明けられたアンカーボルト
用の穴に通して柱を設置する。ベースプレートに明けら
れたアンカーボルト用の穴はアンカーボルトが容易に通
るようにアンカーボルトの径よりも大きく明けてある。
そのため、ほとんどの場合、柱を設置したときその柱が
設置されなくてはならない正確な柱の位置からずれてい
る。よって、柱を、その柱が設置 れなくてはならない
正確な柱の位置に移動しなくてはならない。移動するた
めの方法として下記のようなものがある。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to a product or the like which can support a load of a column and adjust a level when a steel column is to be built in a construction method or the like. The pillars are accurate (naturally) when they are placed on a load-bearing and level-adjustable product (known as iron dumplings, which is partially embedded in the foundation concrete). This is an invention that can be installed at a position of a proper pillar. Conventionally, when building a steel column in a steel frame construction method, the support of the building load and the adjustment of the installation level are performed using products that can support the load and adjust the level (commonly known as iron dumplings partially embedded in the foundation concrete, hereinafter abbreviated). When laying the foundation, adjust the level of the buried load-bearing and level-adjustable products before placing the foundation concrete on the column base, and open the anchor bolts buried in the foundation to the steel column base plate. Install the pillars through the holes for the anchor bolts. The holes for the anchor bolts drilled in the base plate are larger than the diameter of the anchor bolts so that the anchor bolts can pass easily.
Therefore, in most cases, when a pillar is installed, it deviates from the exact position of the pillar where the pillar must be installed. Therefore, the pillar must be moved to the exact pillar location where the pillar must be installed. There are the following methods for moving.

、大ハンマー等で移動したい方向に向かってベースプ
レートを打つ。
Hit the base plate in the direction you want to move with a large hammer.

、荷締め器、レバーブロック、チェーンブロック等で
移動したい方向に向かって引っ張る。
, Pull it in the direction you want to move it with a buckle, lever block, chain block, etc.

、油圧ジャッキ等で移動したい方向に向かって押す。And push it in the direction you want to move with a hydraulic jack or the like.

、その他 以上のように、柱の位置を移動するには、大変な労力、
時間、手間などを必要とし、また現場の状況によっては
大ハンマーやその他の器具が使用出来なかったりすると
きもある。本発明はその欠点をなくすためになされたも
のでそれを図面について説明すれば、 一、 荷重支持兼レベル調整可能な製品等の上部を球
状にする。(図1) 二、 鋼材に、荷重支持兼レベル調整可能な製品等の
上部の球状と同じような球径の凹状のくぼみを付け
る。(図2) 三、 建てようとする柱が、その柱が設置されなくては
ならない正確な柱の位置に柱が設置されたと仮定し、現
在基礎コンクリートに設置されている荷重支持兼レベル
調整可能な製品等の位置をベースプレートの下部に表し
その位置に鋼材を取り付ける。(図3) 四、 アンカーボルトにベースプレートの穴を差し込み
(アンカーボルトを介してレベル調整を荷重支持兼レベ
ル調整可能な製品等の上に)柱を設置する。その際、荷
重支持兼レベル調整可能な製品等の上部とベースプレ
ートに取り付けられた鋼材の球状のくぼみ部分がかみ
合い、よって柱はその柱が設置されなくてはならない正
確な柱の位置に設置される。(図4)
, Etc. As mentioned above, moving the pillar position requires a lot of effort,
It requires time, effort, etc., and depending on the situation at the site, a large hammer or other equipment may not be used. The present invention has been made to eliminate the drawbacks of the present invention and will be described with reference to the drawings. (Fig. 1) 2. The steel material is provided with a concave recess having a spherical diameter similar to that of the upper spherical part of a product capable of supporting and adjusting the load. (Fig. 2) 3. Assuming that the pillar to be built has been installed at the exact position of the pillar where the pillar must be installed, the load support and level adjustment that is currently installed on the foundation concrete is possible. The position of a product, etc. is indicated at the bottom of the base plate, and steel is attached to that position. (Fig. 3) 4. Insert the holes of the base plate into the anchor bolts (on the products that can support the load and adjust the level via the anchor bolts, etc.) and install the pillars. At this time, the upper part of the load-supporting and level-adjustable product, etc. engages with the spherical hollow part of the steel material attached to the base plate, so that the column is installed at the exact position of the column where the column must be installed . (FIG. 4)

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

【図1】 本発明の鉄骨柱位置決機能付きレベル調整機
能付き荷重支持器具の荷重支持兼レベル調整可能な製品
の正面図である。
FIG. 1 is a front view of a load supporting device having a level adjusting function with a steel column positioning function and capable of supporting a load and adjusting a level according to the present invention.

【図2】 本発明の鋼材の正面図である。FIG. 2 is a front view of the steel material of the present invention.

【図3】 本発明の鋼材の平面図である。FIG. 3 is a plan view of the steel material of the present invention.

【図4】 本発明の鋼材を鉄骨柱ベースプレートの下
部に取り付けたときの下から見たときの斜視図である。
FIG. 4 is a perspective view when the steel material of the present invention is attached to a lower part of a steel column base plate and viewed from below.

【図5】 本発明を使用して柱を設置したときの側面図
である。
FIG. 5 is a side view when a pillar is installed using the present invention.

【図6】 本発明を使用して柱を設置したとき、鉄骨柱
位置決機能付きレベル調整機能付き荷重支持器具のの上
部と、ベースプレート下部に取り付けた鋼材が、か
み合った状態の側面図である。
FIG. 6 is a side view of a state in which the upper part of the load supporting device with the level adjusting function with the steel column positioning function and the steel material attached to the lower part of the base plate are engaged when the column is installed using the present invention. .

【符号の説明】 荷重支持兼レベル調整可能な製品等の上部
鋼材 鋼材に設けた荷重支持兼レベル調整可能な鍛造製
品(鉄だんご)の上部と同じような球状のくぼみ 基礎に埋設されたアンカーボルト ベース
プレート 柱 基礎コンクリート アンカーボルトを通すための穴
[Explanation of symbols] Upper part of products that can support load and adjust level
Steel Spherical depression similar to the top of a forged product (iron dumpling) with load support and level adjustment provided on steel Anchor bolts buried in foundation Base plate Column Foundation concrete Holes for anchor bolts

Claims (1)

【特許請求の範囲】[Claims] 【請求項1】(イ)荷重支持兼レベル調整可能な製品等
(基礎コンクリートに一部埋め込むもので通称鉄だんご
とよばれている)の上部を、球状にする。 (ロ)鋼材に荷重支持兼レベル調整可能な製品等(基
礎コンクリートに一部埋め込むもので通称鉄だんごとよ
ばれている)の上部と同じまたはそれ以上の径の球状
の凹(くぼみ)をつける。 (ハ)その柱が設置されなくてはならない正確な柱の位
置に柱が設置されたと仮定し、現在基礎コンクリートに
設置(埋設)されている上部を球状にした荷重支持兼
レベル調整可能な製品等(基礎コンクリートに一部埋め
込むもので通称鉄だんごとよばれている)の位置をその
柱のベースプレート下部に表しその位置に鋼材を取り
付ける。 (ニ)柱をアンカーボルトによって基礎に固定する時
に、その柱のベースプレート下部に取り付けた鋼材の
凹(くぼみ)に荷重支持兼レベル調整可能な製品等(基
礎コンクリートに一部埋め込むもので通称鉄だんごとよ
ばれている)の上部をかみ合わせることによって柱を
正確な柱の位置に設置することができる。 以上の如く構成された鉄骨柱位置決機能付きレベル調整
機能付き荷重支持器具
(1) The upper part of a product or the like whose load can be supported and whose level can be adjusted (which is partly embedded in basic concrete and is generally called iron dumpling) is made spherical. (B) A spherical recess (hollow) with the same or larger diameter as the upper part of a product (load-supporting and level-adjustable product that is partially embedded in the foundation concrete and is commonly called iron dumpling) is made on steel. . (C) Assuming that the pillar has been installed at the exact position of the pillar where the pillar must be installed, a product that is currently installed (buried) in the foundation concrete and has a spherical top-load-supporting and level-adjustable product The position of such as (partially embedded in the foundation concrete and commonly called iron dumpling) is indicated below the base plate of the pillar, and steel is attached to that position. (D) When the pillar is fixed to the foundation with anchor bolts, the load can be supported and the level can be adjusted in the recess (dent) of the steel material attached to the lower part of the base plate of the pillar. (Referred to as) can be installed at the exact position of the pillar. Load supporting device with level adjustment function with steel column positioning function configured as above
JP10284713A 1998-08-31 1998-08-31 Load support device having function for deciding position for steel frame column and function for adjusting level Pending JP2000073443A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP10284713A JP2000073443A (en) 1998-08-31 1998-08-31 Load support device having function for deciding position for steel frame column and function for adjusting level

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP10284713A JP2000073443A (en) 1998-08-31 1998-08-31 Load support device having function for deciding position for steel frame column and function for adjusting level

Publications (1)

Publication Number Publication Date
JP2000073443A true JP2000073443A (en) 2000-03-07

Family

ID=17682025

Family Applications (1)

Application Number Title Priority Date Filing Date
JP10284713A Pending JP2000073443A (en) 1998-08-31 1998-08-31 Load support device having function for deciding position for steel frame column and function for adjusting level

Country Status (1)

Country Link
JP (1) JP2000073443A (en)

Cited By (9)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006152669A (en) * 2004-11-29 2006-06-15 Takenaka Komuten Co Ltd Building construction method of sliding support structure of vibration isolation
KR100962931B1 (en) 2010-04-01 2010-06-09 이재호 A post establishment base corestructure
JP2011069172A (en) * 2009-09-28 2011-04-07 Takenaka Komuten Co Ltd Method for constructing building
JP2016172982A (en) * 2015-03-17 2016-09-29 戸田建設株式会社 Fixing method of joint steel frame in composite structure, construction method and joint structure of joint, anchor bolt fixing jig
CN108999414A (en) * 2018-09-28 2018-12-14 北京首钢建设集团有限公司 A method of steel column height mark being installed using nut centering
CN113740172A (en) * 2021-09-14 2021-12-03 中建八局第一建设有限公司 Steel constructs combination column loading test device
JP2022509698A (en) * 2018-12-03 2022-01-21 エイチダブリューエス コンクリート タワーズ,エス.エル. Base for wind turbine tower
CN114382302A (en) * 2022-02-15 2022-04-22 中国建筑第五工程局有限公司 Steel structure column guiding and positioning structure and guiding and positioning method
JP2024056060A (en) * 2020-04-14 2024-04-19 株式会社大林組 Pillar construction method and plumbing adjustment jig

Cited By (11)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JP2006152669A (en) * 2004-11-29 2006-06-15 Takenaka Komuten Co Ltd Building construction method of sliding support structure of vibration isolation
JP2011069172A (en) * 2009-09-28 2011-04-07 Takenaka Komuten Co Ltd Method for constructing building
KR100962931B1 (en) 2010-04-01 2010-06-09 이재호 A post establishment base corestructure
JP2016172982A (en) * 2015-03-17 2016-09-29 戸田建設株式会社 Fixing method of joint steel frame in composite structure, construction method and joint structure of joint, anchor bolt fixing jig
CN108999414A (en) * 2018-09-28 2018-12-14 北京首钢建设集团有限公司 A method of steel column height mark being installed using nut centering
JP2022509698A (en) * 2018-12-03 2022-01-21 エイチダブリューエス コンクリート タワーズ,エス.エル. Base for wind turbine tower
JP7635993B2 (en) 2018-12-03 2025-02-26 エイチダブリューエス コンクリート タワーズ,エス.エル. Foundation for wind turbine tower
JP2024056060A (en) * 2020-04-14 2024-04-19 株式会社大林組 Pillar construction method and plumbing adjustment jig
CN113740172A (en) * 2021-09-14 2021-12-03 中建八局第一建设有限公司 Steel constructs combination column loading test device
CN113740172B (en) * 2021-09-14 2024-04-30 中建八局第一建设有限公司 Steel constructs composite column loading test device
CN114382302A (en) * 2022-02-15 2022-04-22 中国建筑第五工程局有限公司 Steel structure column guiding and positioning structure and guiding and positioning method

Similar Documents

Publication Publication Date Title
WO2007068903A1 (en) A pile test apparatus
US5617599A (en) Bridge deck panel installation system and method
JP2000073443A (en) Load support device having function for deciding position for steel frame column and function for adjusting level
US5802652A (en) Bridge deck panel installation system and method
KR100972606B1 (en) Dome Structure Construction Device
KR20000059066A (en) Horizontality and height controlling device of mould
KR100346960B1 (en) An apparatus and method for anchoring steel column to concrete
AU2016203317B2 (en) Ground Engaging Construction Support
JP2005015159A (en) Climbing method of climbing crane
US4824292A (en) Support for building structures
KR0158029B1 (en) Support device for structure stanchion lower end
JPH082181Y2 (en) Foundation for steel structures
JPH10280601A (en) Beam deck bracket
KR100212022B1 (en) Basic structural method of plinth using high strength concrete P.C block
KR200360774Y1 (en) Trust typed supporting structure for molds
AU2019203972B2 (en) Lifting apparatus
KR20010092469A (en) Method of forming concrete floors
JPH0711773A (en) Column erection method and column base supporting device
US20240175284A1 (en) Apparatus for supporting overhead structure
RU2116414C1 (en) Method for erection of sectional-and-monolithic buildings
JPH0673924A (en) Concrete fence and construction method thereof
KR200267903Y1 (en) Sheeting structure of movable types of construction using rail
JP3066458U (en) Construction fence support
AU2003200719A1 (en) Cast in plates
JP3010942U (en) Girder overpass device