JPS6133088Y2 - - Google Patents
Info
- Publication number
- JPS6133088Y2 JPS6133088Y2 JP1917482U JP1917482U JPS6133088Y2 JP S6133088 Y2 JPS6133088 Y2 JP S6133088Y2 JP 1917482 U JP1917482 U JP 1917482U JP 1917482 U JP1917482 U JP 1917482U JP S6133088 Y2 JPS6133088 Y2 JP S6133088Y2
- Authority
- JP
- Japan
- Prior art keywords
- reinforcement
- anchor bolt
- anchor
- threads
- fixed
- 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.)
- Expired
Links
- 230000002787 reinforcement Effects 0.000 description 29
- 239000002184 metal Substances 0.000 description 4
- 238000005452 bending Methods 0.000 description 2
- 238000010276 construction Methods 0.000 description 2
- 239000006262 metallic foam Substances 0.000 description 2
- 229910001294 Reinforcing steel Inorganic materials 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Landscapes
- Joining Of Building Structures In Genera (AREA)
- Reinforcement Elements For Buildings (AREA)
- Foundations (AREA)
Description
【考案の詳細な説明】 本考案はアンカーボルトに関するものである。[Detailed explanation of the idea] The present invention relates to an anchor bolt.
アンカーボルト20は、上端筋2、補助筋3、
下端筋4等の横筋と縦方向の助筋5とを交換させ
た配筋構造をメタルフオーム等の仮枠7で囲み、
メタルフオームの天端にアンカープレート8で支
えられて配設され、コンクリートの流し込みによ
つて基礎9に固定される。 The anchor bolt 20 includes an upper end reinforcement 2, an auxiliary reinforcement 3,
The reinforcement structure in which the horizontal reinforcements such as the lower end reinforcements 4 and the vertical auxiliary reinforcements 5 are replaced is surrounded by a temporary frame 7 made of metal foam, etc.
It is disposed at the top of the metal form supported by an anchor plate 8, and fixed to the foundation 9 by pouring concrete.
この様な従来工法において、天端からのアンカ
ーボルト20の突出部分11は短かいために基礎
に鉛直に突出しているか否か判別しにくく、又、
アンカープレートの一点において支えられるため
コンクリートの流し込みにおいてアンカーボルト
の突出部が振れ動き、これがために基礎に固定し
た後において、アンカーボルトが鉛直方向からず
れ傾いていることを発見することがある。 In such conventional construction methods, the protruding portion 11 of the anchor bolt 20 from the top is so short that it is difficult to determine whether it protrudes perpendicularly to the foundation or not.
Because the anchor bolt is supported at one point on the anchor plate, the protruding part of the anchor bolt swings during pouring of concrete, which may cause the anchor bolt to be found to be tilted away from the vertical direction after being fixed to the foundation.
この様なずれ傾きや、それによる配設寸法誤差
は、所用部材へのアンカーボルトの嵌合を困難に
すると共に、嵌合後におけるボルトの締付けをも
困難にし、且つ又、ワツシヤーを介してのボルト
の締付けにおいて、ボルトとワツシヤーとの間に
隙間が生じて確実に締付けられない。 Such deviation and inclination and resulting dimensional errors make it difficult to fit the anchor bolt to the required member, and also make it difficult to tighten the bolt after fitting. When tightening the bolt, a gap occurs between the bolt and the washer, making it impossible to tighten the bolt securely.
特にこの様な配設寸法上の誤差は、二つのアン
カーボルトの間隔が接近する場合、具体的には組
立家屋等のパネル構造物の衝合せ端の下方におい
てアンカーボルトに固定する場合や、二つの鉄筋
支柱を当接させてそれぞれのアンカーボルトに固
定する場合に問題になる。 In particular, such errors in installation dimensions occur when the distance between two anchor bolts is close to each other, specifically when fixing to an anchor bolt below the butting end of a panel structure such as a prefabricated house, This becomes a problem when two reinforcing steel columns are brought into contact and fixed to their respective anchor bolts.
本考案は、かかる不都合を解消するものであ
り、第2図に示す実施例により説明するに、アン
カーボルト10は、両端11,11′にネジ部1
2,12′を有する長尺ボルト桿を、少なくとも
両端のネジ部12,12′が平行する様にU字状
に折曲げ、ネジ部の下方に位置する双方の中間部
13,13′に、ネジ部の直角方向に向けて連結
筋15をスポツト熔接等により接合すると共に、
連結筋を含むネジ部に垂直な平面内において連結
筋の両端16,17をそれぞれ逆方向に折り曲げ
て構成される。 The present invention is intended to eliminate such inconveniences, and will be explained with reference to the embodiment shown in FIG.
2, 12' is bent into a U-shape so that at least the threaded parts 12, 12' at both ends are parallel, and the intermediate parts 13, 13' located below the threaded parts are Connecting bars 15 are joined by spot welding or the like in the direction perpendicular to the threaded portion, and
It is constructed by bending both ends 16 and 17 of the connecting rod in opposite directions within a plane perpendicular to the threaded portion including the connecting rod.
このアンカーボルト10は、メタルフオームで
囲まれた配筋構造の横筋2に、連結筋15の一つ
の折り曲げ端16を載承させ、連結筋の他端側1
7の接合箇所付近で連結筋15を横筋2に結束す
ると共に、ネジ部12,12′を突き出したアン
カープレート8をメタルフオーム7の天端に載承
させて配設される。 This anchor bolt 10 has one bent end 16 of a connecting reinforcement 15 mounted on a transverse reinforcement 2 having a reinforcement structure surrounded by metal foam, and the other end side 1 of the connecting reinforcement 15
The connecting bars 15 are tied to the horizontal bars 2 near the joints 7, and an anchor plate 8 with threaded portions 12, 12' projected is mounted on the top end of the metal form 7.
よつて明らかな如く打ち込まれたコンクリート
基礎天端に突出する二つのネジ部12,12′
は、U字状折り曲げ箇所の係止部14と連結筋1
5とにより固定され、それらの間aに寸法上の配
設誤差が生ぜず、又、横筋2と連結筋15とは平
行に固定されるため、ネジ部12,12′は水平
な横筋2と確実に直交し、且つ又、横筋2とアン
カーボルト8との二点で固定されるため、コンク
リートの流し込み時にネジ部12,12′の振れ
移動がなく、かくしてネジ部は確実にコンクリー
ト基礎9の鉛直方向に定けて固定される。このた
め、従来生じたアンカーボルトのずれ移動や傾き
に起因する不都合は悉く解消される。 As is clear from this, the two screw parts 12 and 12' protrude from the top of the concrete foundation that has been cast.
is the locking part 14 and the connecting bar 1 at the U-shaped bending point.
5, and there is no dimensional placement error between them, and since the horizontal reinforcement 2 and the connecting reinforcement 15 are fixed in parallel, the threaded portions 12, 12' are connected to the horizontal horizontal reinforcement 2. Since they are reliably orthogonal and fixed at two points, the transverse reinforcement 2 and the anchor bolt 8, there is no wobbling movement of the threaded parts 12, 12' when concrete is poured, and thus the threaded parts are securely attached to the concrete foundation 9. It is fixed in the vertical direction. Therefore, all the inconveniences caused by displacement and inclination of the anchor bolt that have conventionally occurred are eliminated.
更に又、横筋との一回の結束により実質的に二
本のアンカーボルトが横筋に固定されることにな
るので、基礎工事の作業性が改善される。そしせ
更に両端16と17の突出しの合計長さa′+b′を
基礎厚hとし、この突出先端をメタルフオーム間
に挾入当接させて配設することにより実質的に四
点固定となり、アンカーボルトの傾きは一層確実
に解消する。 Furthermore, since two anchor bolts are essentially fixed to the horizontal reinforcement by one binding with the horizontal reinforcement, the workability of the foundation work is improved. Furthermore, the total length a'+b' of the protrusions of both ends 16 and 17 is taken as the base thickness h, and by inserting and abutting the tip of this protrusion between the metal forms, it is essentially fixed at four points, The inclination of the anchor bolt is more reliably eliminated.
尚、第2図に二点鎖線で示す如く、二つのネジ
部の間隔よりやや大きい間隔bをもつて二本の横
筋2′,2″を平行に配筋した配筋構造において
は、連結筋15の両端16,17をその平行な二
本の横筋に載承させてアンカーボルトを配設する
ことも出来、この場合、横筋の一つの折れ曲つた
突出端16又は17を横筋2′又は2″に結束する
ことにより、アンカーボルトは確実に横筋に直角
に固定される。 In addition, as shown by the two-dot chain line in Fig. 2, in a reinforcement structure in which two horizontal reinforcements 2', 2'' are arranged in parallel with an interval b slightly larger than the interval between the two threaded parts, the connecting reinforcement It is also possible to install an anchor bolt by placing both ends 16 and 17 of the horizontal reinforcement on the two parallel horizontal reinforcements. ″, the anchor bolt is securely fixed at right angles to the transverse reinforcement.
即ち、本考案の効果は、二つのネジ部を横筋の
長さ方向に平行に固定する場合にも、又、横筋の
長さに直角な方向に固定する場合にも同様に生じ
る。 That is, the effect of the present invention is produced in the same way when the two threaded portions are fixed in parallel to the length direction of the transverse reinforcement, and when they are fixed in a direction perpendicular to the length of the transverse reinforcement.
第1図は従来工法におけるアンカーボルトの配
設基礎構造の一部切截斜視図、第2図は本考案の
アンカーボルトの斜視図である。
1……ベースブロツク、2……上端筋、3……
補助筋、4……下端筋、5……助(縦)筋、6…
…ベース筋、7……メタルフオーム、8……アン
カープレート、9……基礎(コンクリート)、1
0……本考案アンカーボルト、11……突出部、
12……ネジ部、13……中間部、14……係止
部、15……連結部、20……従来のアンカーボ
ルト。
FIG. 1 is a partially cutaway perspective view of a basic structure in which anchor bolts are installed in a conventional construction method, and FIG. 2 is a perspective view of an anchor bolt according to the present invention. 1...Base block, 2...Top end reinforcement, 3...
Auxiliary reinforcement, 4...Lower end reinforcement, 5...Auxiliary (vertical) reinforcement, 6...
...Base reinforcement, 7...Metal form, 8...Anchor plate, 9...Foundation (concrete), 1
0...Anchor bolt of the present invention, 11...Protrusion part,
12... Threaded portion, 13... Intermediate portion, 14... Locking portion, 15... Connecting portion, 20... Conventional anchor bolt.
Claims (1)
とも両端のネジ部が平行する様にU字状に折曲
げ、ネジ部の下方に位置する双方の中間部に、ネ
ジ部の直角方向に向けて連結筋を接合すると共
に、連結筋を含むネジ部に垂直な平面内において
連結筋の両端をそれぞれ逆方向に折り曲げたこと
を特徴とするアンカーボルト。 Bend a long bolt rod with threads on both ends into a U-shape so that the threads on both ends are parallel to each other, and bend it in a direction perpendicular to the threads in the middle of both ends located below the threads. An anchor bolt characterized in that a connecting rod is joined and both ends of the connecting rod are bent in opposite directions in a plane perpendicular to a threaded portion including the connecting rod.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1917482U JPS58121909U (en) | 1982-02-12 | 1982-02-12 | anchor bolt |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP1917482U JPS58121909U (en) | 1982-02-12 | 1982-02-12 | anchor bolt |
Publications (2)
Publication Number | Publication Date |
---|---|
JPS58121909U JPS58121909U (en) | 1983-08-19 |
JPS6133088Y2 true JPS6133088Y2 (en) | 1986-09-26 |
Family
ID=30031401
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP1917482U Granted JPS58121909U (en) | 1982-02-12 | 1982-02-12 | anchor bolt |
Country Status (1)
Country | Link |
---|---|
JP (1) | JPS58121909U (en) |
Families Citing this family (1)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JP2021134496A (en) * | 2020-02-25 | 2021-09-13 | 公益財団法人鉄道総合技術研究所 | Ladder sleeper |
-
1982
- 1982-02-12 JP JP1917482U patent/JPS58121909U/en active Granted
Also Published As
Publication number | Publication date |
---|---|
JPS58121909U (en) | 1983-08-19 |
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