JPS59179937A - Placement of anchor bolt - Google Patents

Placement of anchor bolt

Info

Publication number
JPS59179937A
JPS59179937A JP5636783A JP5636783A JPS59179937A JP S59179937 A JPS59179937 A JP S59179937A JP 5636783 A JP5636783 A JP 5636783A JP 5636783 A JP5636783 A JP 5636783A JP S59179937 A JPS59179937 A JP S59179937A
Authority
JP
Japan
Prior art keywords
anchor
base plate
anchor bolt
anchor frame
horizontal support
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
JP5636783A
Other languages
Japanese (ja)
Inventor
Isamu Kubota
勇 久保田
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 JP5636783A priority Critical patent/JPS59179937A/en
Publication of JPS59179937A publication Critical patent/JPS59179937A/en
Pending legal-status Critical Current

Links

Landscapes

  • Foundations (AREA)
  • Joining Of Building Structures In Genera (AREA)

Abstract

PURPOSE:To obtain a foundation without the need to correct the top end by a method in which a horizontal part is welded to the upper end of a vertical part driven into an excavated trench, and a base plate having an anchor frame and an anchor bolt is set on the horizontal part, centered, and welded. CONSTITUTION:A trench 1 is excavated in a place where a foundation is to be constructed, a vertical part 2 consisting of steel angles is vertically driven into the trench 1, and a horizontal support part 3 is horizontally fixed to the upper end of the vertical part 2. Leveling concrete 14 is then placed on broken stones 15, and the anchor frame 5 of a base plate 7 with an anchor bolt, whose height is regulated in advance, is placed on the horizontal support part 3. The center of the base plate 7 is matched with the center of the foundation by sliding the anchor frame 5 in every direction, and the anchor frame 5 is welded to the horizontal part 3. The base plate 7 can thus be exactly set at the center of the foundation to eliminate the need to correct the top end.

Description

【発明の詳細な説明】 この発明は、鉄骨建設工事に16けるアンカーボルトを
正確かつ迅屋に設置することを目的としたアンカーボル
ト施工法に関′1−るものである。  −従来、鉄骨建
築工事におけるアンカーボルトの設置工事は正確に行い
難かったので、コンクIJ −ト打設後のアンカーボル
トの修正は当然必要とされ、その修正については現行の
建築施工法の教護にも入れられている。然してその修正
方法はアンカーボルトのねじ山付股部分をガスバーナー
で赤熱し、これ乞曲げて上端部を垂直にすると共に、定
位置に修正するものであり、アンカーボルトの強度を著
しく低下さぜ構造上好ましくないけれども、他に適当な
工法がなく、業界一般に行われている。
DETAILED DESCRIPTION OF THE INVENTION The present invention relates to an anchor bolt construction method aimed at accurately and quickly installing anchor bolts in steel frame construction work. - In the past, it was difficult to accurately install anchor bolts in steel frame construction work, so it was naturally necessary to correct the anchor bolts after concrete IJ was cast. is also included. However, the method of repair involves heating the threaded crotch of the anchor bolt with a gas burner, bending it to make the upper end vertical, and adjusting it to the correct position, which significantly reduces the strength of the anchor bolt. Although it is structurally undesirable, there is no other suitable construction method, so it is commonly used in the industry.

従って現行の鉄骨建築工事施工においては、アンカーボ
ルトの露出量を大きくする為に、コンクリートを必要高
さ以下に打設すると共に、”アンカーボルトの周囲に逆
円錐状の空隙を設げている。
Therefore, in current steel construction construction, in order to increase the amount of exposed anchor bolts, concrete is poured below the required height and an inverted conical void is created around the anchor bolts.

そこでアンカーボルト?ガスバーナーで赤熱し、所定の
位置まで屈曲修正した後垂直に成形し、ついで前記逆円
錐形状の穴乞モルタルで充填すると共に、前記コンクリ
ート上へ必要厚さのモルタル層乞設けてアンカーボルト
の施工と基礎コンクリ−トの構築を完了している。01
J記はいわゆる台起しと大端なおしと称されて、各工事
現場では普通のこととして行われていた。
Anchor bolt there? Heat it to red with a gas burner, correct the bending to a predetermined position, and then form it vertically.Then, fill the hole with the inverted cone-shaped mortar, place a mortar layer of the required thickness on the concrete, and install the anchor bolt. Construction of the foundation concrete has been completed. 01
J-ki is known as dai-ori and ota-naoshi, and was carried out as a common practice at each construction site.

然るにこの発明によれは、アン:カーボルトヲアンカー
フレームに固定すると共に、このアンカーフレームを捨
打コンクリート上へ固着した水平支持材上で前後左右へ
水平に摺動自在としたので、アンカーフレームの設定位
置ケ計器測定により精確に定め、かつ水平支持部材と溶
接固定すれば、アンカーボルトは定位置へ正確がり堅固
に固定されろことになり、コンクリート打設時に移動す
るおそれなく、従って修正不用となり、前記従来の問題
点wH決しムニものである。またアンカーフレームに固
定しムニアンカーボルトにはベースグレート馨固定して
あり、かつ天端なおしが不必要になってコンクリ−1・
上面へモルタル層7設ける必要がないので、コンクリー
トの硬化後速かに鉄骨を建て込むことが可能となり、前
記アンカーボルト修正の為の労力および時間と共に、大
幅に工期を節減できるなど著しい特質がある。
However, according to this invention, the anchor frame is fixed to the anchor frame, and the anchor frame is made to be able to slide horizontally in front, back, left and right on the horizontal support material fixed to the dumped concrete. If the set position is accurately determined by measuring with a meter and fixed by welding to the horizontal support member, the anchor bolt will be accurately and firmly fixed in the fixed position, and there will be no risk of it moving during concrete pouring, thus eliminating the need for modification. , the above-mentioned conventional problems are completely fixed. In addition, it is fixed to the anchor frame and the base grate is fixed to the munian anchor bolt, and there is no need to repair the top of the concrete 1.
Since there is no need to provide a mortar layer 7 on the top surface, it is possible to erect the steel frame quickly after the concrete has hardened, and it has remarkable characteristics such as the labor and time required for fixing the anchor bolts as well as the construction period can be significantly reduced. .

即ちこの発明の実施例を添付図面に基づいて説明すれば
次の通りである。
That is, embodiments of the present invention will be described as follows based on the accompanying drawings.

基礎構築予定地に所定幅の溝/を掘り、溝/のアンカー
ボルト設置位置に鋼アングルよりなる垂直支持椙d、2
を垂直に打込み、前記垂直支持材2、λの上端面に上面
にはV合わせて水平支持材3.3を水平に固着する。次
に捨コンク1,1− ) /4乞割栗/S上へ打設(〜
、支持材乞堅固に固着する。
A trench of a specified width is dug in the area where the foundation is to be constructed, and a vertical support made of steel angles is installed at the location of the anchor bolt in the trench.
is driven vertically, and the horizontal support member 3.3 is fixed horizontally to the upper end surface of the vertical support member 2, λ, with the upper surface aligned with the V. Next, pour concrete 1, 1- ) / 4 kegwari chestnut / on top of S (~
, the support material is firmly fixed.

ついで前記水平支持材3.3上へアンカーフレームF乞
aftする。前記アンカーフレームクは一本の水平脚杆
り、左上へ所定間隔で一本のアンカーポル11、乙の下
端屈曲部乞夫々当接してアンカーボルト乙、乙ケ垂直に
溶接固着し、アンカーボルト乙、乙の上端部へベースプ
レート7の四隅部に設けた孔を嵌装し、ナンドとによっ
てベースプレート7な水平に支持する(又は水平状態で
溶接固着する)。この場合のペースプレートノ上面ハ打
設すべきコンクリート打の上面と面一になるようにベー
スプレート7の高さを定めへ。図中70はアンカーボル
トヲ固定すると共に脚杆を固定する補助杆である。前記
において、アンカーフレームケン水平支持材上へ載置し
たならばトランシットその他の測量器具により測量し、
ベースプレート7の中心0と電工中心線X、−Xおよび
Y−Yの交叉点と乞合致させ、アンカーボルトの位置乞
正確圧定めた後、アンカーフレームクと水平支持部材3
.3と乞溶接固着する。斯くてアンカーボルト乙は垂直
支持部材を介し、地中へ堅固に同定され1こことになり
、コンクリ−I−5′を打設する際に、コンクリート9
がアンカーフレームqなどへ接触してもアンカーポル)
4の位置がずれるおそれはない。然してベースグレート
7の上面ばコンクリ−) 9 M)上面と面一になるよ
う((ベースプレート7の高さが定めであるので、施工
時にベースプレートを基準にしてコンクリート90投入
量を規制づ−ることかできる。図中//は垂直支持部材
β、コを垂直性に保つ為これに固着し1こ補助杆、7.
2は型枠、/3は鉄骨である。
The anchor frame F is then floated onto the horizontal support member 3.3. The anchor frame has one horizontal leg rod, one anchor pole 11 at a predetermined interval toward the upper left, the lower bent part of the anchor bolt A is in contact with the bent part of the lower end of the anchor bolt A, and the anchor bolt A is vertically fixed by welding. , the holes provided at the four corners of the base plate 7 are fitted into the upper end of the base plate 7, and the base plate 7 is supported horizontally (or fixed by welding in a horizontal state). In this case, the height of the base plate 7 is determined so that the top surface of the pace plate is flush with the top surface of the concrete to be poured. In the figure, 70 is an auxiliary rod for fixing the anchor bolt and the leg rod. In the above, once the anchor frame is placed on the horizontal support, it is surveyed using a transit or other surveying instrument,
After aligning the center 0 of the base plate 7 with the intersection of the electrician center lines
.. 3 and the welding is fixed. In this way, the anchor bolt B is firmly identified into the ground through the vertical support member, and when concrete I-5' is poured, the concrete 9
Even if it comes into contact with anchor frame q, etc., anchor pol)
There is no risk that the position of 4 will shift. Therefore, the top surface of base plate 7 should be flush with the top surface (concrete) 9 M) Since the height of base plate 7 is fixed, the amount of concrete 90 to be poured should be regulated based on the base plate during construction. In the figure, // indicates a vertical support member β, an auxiliary rod fixed to the vertical support member β, and 7.
2 is the formwork, /3 is the steel frame.

前記において、コンクl) −ト硬化後ベースプレート
」二へ鉄骨/3の下端のグレート76を重ね合せ、アン
カーボルトに螺合するナツトによって締付ければ、垂直
支持材、アンカーフレームおよび鉄骨は堅固に金属結合
されて連続体となる。
In the above, after the concrete has hardened, the grate 76 at the lower end of the steel frame/3 is superimposed on the base plate and is tightened with a nut screwed into the anchor bolt, so that the vertical support, anchor frame, and steel frame are solidly made of metal. are combined to form a continuum.

前記実施例においては、垂直支持材ユと水平支持材3と
は現場において溶接固着する工法について説明し1こが
、垂直支持洞と水平支持材と乞工場その他において予め
構成し、これケ構内に設置して捨コンクリー1−/グを
打設することもできる。またアンカーボ、/I/l−は
グ本使用しムニが、この数に限定な(、必要本数にする
ことは勿論である。
In the above embodiment, the vertical support member 3 and the horizontal support member 3 are welded together on site. It is also possible to install it and pour concrete 1-/g. Also, the number of anchors used for /I/l- is limited to this number (of course, the number can be set as necessary).

即ちこの発明によれば、アンカーボルト刊アンカーフレ
ーム乞水平支持材上で前後左右に移動さぜつX、側情し
乍らその中心位置乞定めるので、正確て中心位置を設定
し得ろと共匠、その位置ケ固定すれば、アンカーボルト
乞堅固かつ正確に設置することができる効果がある。従
ってコンクリート硬化後アンカーポルl−Y修正する必
要がなく、従来必須作業とされていた台起し、又は大端
なおしの作業が不必要になるので、労力および時間を著
しく節減し得ると共に、アンカーボルト設置の作業性が
著しく改善される効果がある。また天端なおしが不必要
になったので、コンクリート硬化後直ちに鉄骨の組立て
ができ、工期乞短縮する効果もある。
That is, according to this invention, the center position of the anchor frame is determined while moving back and forth and left and right on the horizontal support material, so the center position can be set accurately. If the position is fixed, the anchor bolt can be installed firmly and accurately. Therefore, there is no need to modify the anchor pole L-Y after the concrete has hardened, and there is no need to raise the platform or repair the large end, which were previously considered essential work, so labor and time can be significantly reduced, and the anchor This has the effect of significantly improving the workability of bolt installation. Additionally, since the crown does not need to be re-aligned, the steel frame can be erected immediately after the concrete has hardened, which has the effect of shortening the construction period.

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

第1図はこの発明の実施に使用するアンカフレームと支
持部材の斜視図、第2図は同じ(設置状態1・[おげろ
一部所面図である。 /・・・溝  2・・・垂直支持材  3・・・水平支
持材り・・・アンカーフレーム  乙・・・アンカーホ
゛ルト7・・・ベースプレート 特許出願人 久保1)  勇 代理人 鈴  木  正  次 手続補正書(自発) 特許庁 長官  若 杉 和 夫    31、 事件
の表示 昭和5S年 特 許願第罠367号 3、 補正をする者 事件との関係  特許出願人 4、代 理 人 (郵便番号160) 住所 東京都新宿区信濃町29番地徳明ビル5、 補正
命令の日付 特許請求の範囲 / 水平支持材を捨打コンクリート上に所定の高さで固
定した後、前記水平支持材上へ予め高さを規制したアン
カーボルト付ベースプレートのアンカーフレームラ載せ
、該′アンカーフレームを前後左を 右に摺動させてベースプレートの中・j工中心線上へ一
致させた後、アンカーフレームと水平支持拐を溶接する
ことを特徴としたアンカーボルト施]二乙Jミ 7 補正の内容 (1)請求の範囲は別紙添付の通り (2)明細書中3頁70行目に「へ正確かつ」とある暑
「へ迅速正確かつ」と言]正する。 (3)明細書り頁S行目〜7行目に「前記垂直・・・固
着する。」とあるを削除する。 (グ)明細@左頁3行[jに「測量し、ベース」とある
を「測量し2、アンカーフレームを水平に微動させるこ
とによりベース」と訂正し、同頁グ行目に「室上」とあ
るを「施工」と言J正する。 (5)明細書4頁/り行目に「確π」とある?「確かつ
迅速(て」と訂正する。 (I−)明細書グ頁g行目υて「打設し、・・固着する
。」とあるを下記のように訂正する。 記 打設し、前記垂直支持拐コ、−の側面に予めきめられた
高さの水平線を出し、これに正確に合せて水モ支持材3
.3を溶接する。iSJ記水平支持材31、?より突出
した垂直支持材−1λの突出部は水平支持拐の上面に合
せて切断1゛る。またフレームアンカーブは予め工場製
産されており、寸法精度は高いので、高さは修正の必要
はない。 ざ 添付書類の目録
Fig. 1 is a perspective view of the anchor frame and support member used to carry out the present invention, and Fig. 2 is the same (installed state 1, partial partial view). / Groove 2... Vertical support member 3...Horizontal support member...Anchor frame B...Anchor bolt 7...Base plate Patent applicant Kubo 1) Representative Masaru Suzuki Writ of amendment to the next procedure (voluntary) Commissioner of the Japan Patent Office Young Kazuo Sugi, 31, Indication of the case 1932, Patent Application No. 367 No. 3, Relationship with the person making the amendment Case Patent applicant 4, Agent (Postal code 160) Address: Tokuaki, 29 Shinanomachi, Shinjuku-ku, Tokyo Bill 5, Date of Amendment Order Claims / After fixing the horizontal support member on cast concrete at a predetermined height, an anchor frame plate of a base plate with anchor bolts whose height is regulated in advance is attached onto the horizontal support member. The anchor bolt is installed, and the anchor frame is slid from front to back and left to right to align with the middle of the base plate and the center line of the workpiece, and then the anchor frame and the horizontal support are welded. JMI 7 Contents of the amendment (1) The scope of the claims is as attached in the attached document. (2) On page 3, line 70 of the description, the words ``accurately and'' are corrected. (3) Delete the statement "The above-mentioned perpendicular...fixes" in lines S to 7 of the specification page. (G) Details @ Line 3 on the left page [J is corrected to ``Survey and base'' to ``Survey 2 and base by slightly moving the anchor frame horizontally.'' ” is correct by saying ``construction.'' (5) Does the specification say “certain π” on the first line of page 4? Correct it to ``certainly and quickly.'' (I-) On page G of the specification, line g, ``Place and fix.'' is corrected as follows. A horizontal line of a predetermined height is drawn on the side of the vertical support member 3, and the water support member 3 is aligned accurately with the horizontal line.
.. Weld 3. iSJ horizontal support material 31, ? The protrusion of the more protruding vertical support member -1λ is cut 1° to match the upper surface of the horizontal support member. Furthermore, since the frame anchor curve is pre-fabricated in a factory and has high dimensional accuracy, there is no need to modify the height. List of attached documents

Claims (1)

【特許請求の範囲】 / 水平支持材ビ捨打コンクリート上に所定の高さで固
定した後、前記水平支持材上へ予め高さを規制し1こア
ンカーボルト令jベースブレートのアンカーフレーム乞
載せ、該アンカーフレームビ前後左右(二摺動させてベ
ースプレートの中心ケ施工中心線上へ一致させT二後、
アンカーフレームと水平支持材乞溶接すること5(p¥
像としたアンカーボルト施ユ法 a ベースブレー)・の高さの調節は、アンカーボルト
?て螺合し1こナラ(・によって行うことを特徴とじ1
、二特許請求の範囲第1項記載のアンカーボルト施工法
[Scope of Claims] / After fixing the horizontal support material at a predetermined height on the cast concrete, the height is regulated in advance and the anchor frame of the base plate is placed on the horizontal support material with one anchor bolt. , After sliding the anchor frame front, rear, left and right (two times to align the center of the base plate with the construction center line),
Welding the anchor frame and horizontal support material 5 (p.
How to apply an anchor bolt (a) How to adjust the height of the base brake (anchor bolt)? It is characterized by screwing together and screwing together 1.
, 2 Anchor bolt construction method according to claim 1
JP5636783A 1983-03-31 1983-03-31 Placement of anchor bolt Pending JPS59179937A (en)

Priority Applications (1)

Application Number Priority Date Filing Date Title
JP5636783A JPS59179937A (en) 1983-03-31 1983-03-31 Placement of anchor bolt

Applications Claiming Priority (1)

Application Number Priority Date Filing Date Title
JP5636783A JPS59179937A (en) 1983-03-31 1983-03-31 Placement of anchor bolt

Publications (1)

Publication Number Publication Date
JPS59179937A true JPS59179937A (en) 1984-10-12

Family

ID=13025279

Family Applications (1)

Application Number Title Priority Date Filing Date
JP5636783A Pending JPS59179937A (en) 1983-03-31 1983-03-31 Placement of anchor bolt

Country Status (1)

Country Link
JP (1) JPS59179937A (en)

Cited By (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0571242U (en) * 1992-02-28 1993-09-28 有限会社河野鉄工所 Steel pillar anchor device
KR100787178B1 (en) 2006-12-22 2007-12-21 전남대학교산학협력단 Light weight steel frame foundation flooring material and method for construction
ES2307348A1 (en) * 2004-03-10 2008-11-16 Onofre Sanmartin Espinos "improvements introduced in the systems for the placement of anchor plates". (Machine-translation by Google Translate, not legally binding)
CN103303814A (en) * 2013-07-01 2013-09-18 张家港市天运建筑机械有限公司 Tower footing assembly
CN104762984A (en) * 2015-04-27 2015-07-08 甘肃第七建设集团股份有限公司 Fixing method for multiple foundation bolts with phi 56 diameter
CN109252674A (en) * 2018-10-17 2019-01-22 北京市机械施工有限公司 Huge column anchor bolt construction method
CN109440809A (en) * 2018-12-25 2019-03-08 合肥巍华钢结构有限公司 A kind of Construction of Steel Structure pre-embedded bolt protective device
CN110629783A (en) * 2019-09-12 2019-12-31 安徽中源环保科技有限公司 H-shaped steel stand and bored pile connecting mechanism

Cited By (10)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPH0571242U (en) * 1992-02-28 1993-09-28 有限会社河野鉄工所 Steel pillar anchor device
ES2307348A1 (en) * 2004-03-10 2008-11-16 Onofre Sanmartin Espinos "improvements introduced in the systems for the placement of anchor plates". (Machine-translation by Google Translate, not legally binding)
KR100787178B1 (en) 2006-12-22 2007-12-21 전남대학교산학협력단 Light weight steel frame foundation flooring material and method for construction
CN103303814A (en) * 2013-07-01 2013-09-18 张家港市天运建筑机械有限公司 Tower footing assembly
CN104762984A (en) * 2015-04-27 2015-07-08 甘肃第七建设集团股份有限公司 Fixing method for multiple foundation bolts with phi 56 diameter
CN104762984B (en) * 2015-04-27 2016-03-30 甘肃第七建设集团股份有限公司 The fixation of the many stone bolt of Φ 56 diameter
CN109252674A (en) * 2018-10-17 2019-01-22 北京市机械施工有限公司 Huge column anchor bolt construction method
CN109440809A (en) * 2018-12-25 2019-03-08 合肥巍华钢结构有限公司 A kind of Construction of Steel Structure pre-embedded bolt protective device
CN110629783A (en) * 2019-09-12 2019-12-31 安徽中源环保科技有限公司 H-shaped steel stand and bored pile connecting mechanism
CN110629783B (en) * 2019-09-12 2021-07-02 安徽中源环保科技有限公司 H-shaped steel stand and bored pile connecting mechanism

Similar Documents

Publication Publication Date Title
US4911585A (en) Wall systems
CN105350654B (en) A kind of construction method for adjusting pre-embedded steel slab and reaching design and construction precision
JPS59179937A (en) Placement of anchor bolt
JP2874725B2 (en) Construction method of concrete retaining wall
JP3175586B2 (en) Column and pile connection method
JPH02164931A (en) Foundation construction method for building
JP3185129B2 (en) Column-integrated column base fixed foundation structure and its construction method
JP2813605B2 (en) Construction foundation and construction method
CN106930406A (en) A kind of preparation method of Anchor Bolts in Steel Column Bases positioning structure
JPH10317391A (en) Foundation structure for steel tower and method for constructing the same
JP2567631Y2 (en) Level adjuster for steel foundation beams
JPH03199528A (en) Steel frame foundation of construction
JPH11140883A (en) Positioning support device for anchor bolt for construction of foundation
JP2779547B2 (en) Anchor bolt support device
CN218373992U (en) A auxiliary device for installation is pour to illumination foundation frame
JPS6026724A (en) Integration work of steel-framed building structure and composite underground beam
JP2948095B2 (en) Fixed structure of shutter mounting column and its foundation construction method
JPH041328A (en) Construction of strut base for cable way
JPH04111813A (en) Retaining wall structure and its construction
JPH1046706A (en) Panel anchoring structure and anchoring method therefor regarding building structure made of concrete wall panel
JP2004339703A (en) Foundation construction method
JPH0288818A (en) Method and apparatus for leveling surface of column for foundation
JPH093912A (en) Plate anchor construction method
JPS61261528A (en) Retaining wall with sheathing plate
JP3710438B2 (en) PCa plate mounting structure, PCa plate mounting method