JPH0512355Y2 - - Google Patents
Info
- Publication number
- JPH0512355Y2 JPH0512355Y2 JP5847287U JP5847287U JPH0512355Y2 JP H0512355 Y2 JPH0512355 Y2 JP H0512355Y2 JP 5847287 U JP5847287 U JP 5847287U JP 5847287 U JP5847287 U JP 5847287U JP H0512355 Y2 JPH0512355 Y2 JP H0512355Y2
- Authority
- JP
- Japan
- Prior art keywords
- anchor bolt
- holding device
- index
- hole
- position adjustment
- 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 - Lifetime
Links
- 229910000831 Steel Inorganic materials 0.000 claims description 10
- 238000009415 formwork Methods 0.000 claims description 10
- 238000003780 insertion Methods 0.000 claims description 10
- 230000037431 insertion Effects 0.000 claims description 10
- 239000010959 steel Substances 0.000 claims description 10
- 239000003550 marker Substances 0.000 claims 1
- 239000000976 ink Substances 0.000 description 2
- 238000000034 method Methods 0.000 description 2
- 238000010276 construction Methods 0.000 description 1
- 238000006073 displacement reaction Methods 0.000 description 1
- 238000005516 engineering process Methods 0.000 description 1
Landscapes
- Foundations (AREA)
Description
【考案の詳細な説明】
〈産業上の利用分野〉
本考案は、鋼製型枠にコンクリートを打設する
際、基礎に埋込まれるアンカーボルトが所定位置
からずれない様に保持する装置に関する。[Detailed Description of the Invention] <Industrial Application Field> The present invention relates to a device for holding anchor bolts embedded in a foundation so that they do not shift from a predetermined position when concrete is poured into a steel formwork.
〈従来の技術〉
鋼製型枠にコンクリートを打設する際、基礎に
埋込まれるアンカーボルトが所定位置からずれな
い様に、従来はアンカーボルトにステーを張設す
る等して保持していた。<Conventional technology> When pouring concrete into steel formwork, conventionally, the anchor bolts embedded in the foundation were held in place by placing stays on them to prevent them from shifting from their designated positions. .
〈考案が解決しようとする問題点〉
しかし従来の保持方法では、アンカーボルトの
所定位置からのずれを完全になくすことができ
ず、しかもその所定位置へ合致させる位置調整が
困難であつた。<Problems to be Solved by the Invention> However, with the conventional holding method, it was not possible to completely eliminate the deviation of the anchor bolt from the predetermined position, and furthermore, it was difficult to adjust the position to match the predetermined position.
〈問題点を解決するための手段〉
本考案は上記問題点を解決すべく案出されたも
ので、位置調整孔を穿設した一対の段部と挿着孔
を穿設した底部とから成る略〓状の二つの長尺板
材を略Ｘ状に一体に組合せると共に、指標を設け
た指標板を隣合う前記各段部間に架設して成り、
コンクリートを打設する際にアンカーボルトを基
礎の所定位置に保持するものであつて、前記挿着
孔に前記アンカーボルトの上端部を挿着すると共
に、前記位置調整孔に遊嵌された固定ボルトを鋼
製型枠の上部フランジの保持孔に挿着し、芯墨に
前記指標を合致させた状態で、前記段部を前記上
部フランジに定着することを特徴とするものであ
る。<Means for Solving the Problems> The present invention was devised to solve the above problems, and consists of a pair of step parts with position adjustment holes and a bottom part with an insertion hole. Two substantially 〓-shaped elongated plates are combined together in a substantially
The anchor bolt is held in a predetermined position on the foundation when concrete is poured, and the upper end of the anchor bolt is inserted into the insertion hole, and the fixing bolt is loosely fitted into the position adjustment hole. is inserted into a holding hole of an upper flange of a steel formwork, and the stepped portion is fixed to the upper flange with the index aligned with the lead ink.
〈作用〉
上記構成の保持装置により、アンカーボルトの
所定位置からのずれが完全になくなるとともに、
該所定位置へ合致させる位置調整が正確且つ容易
に行われる。<Function> The retaining device having the above configuration completely prevents the anchor bolt from shifting from its designated position, and
The position adjustment to match the predetermined position can be performed accurately and easily.
〈実施例〉
以下、図面に基づいて本考案の一実施例を説明
する。<Example> An example of the present invention will be described below based on the drawings.
第１図はアンカーボルトを保持させた状態を示
す保持装置の斜視図、第２図は第１図のＡ−Ａ線
矢視側断面概略図である。 FIG. 1 is a perspective view of the holding device showing a state in which the anchor bolt is held, and FIG. 2 is a schematic cross-sectional side view taken along the line A--A in FIG. 1.
図で示す様にこの保持装置１は、一対の段部
２，２と底部３とから成る略〓状の二つの長尺板
材を略Ｘ状に一体に組合せ、更に隣合う各段部
２，２…相互間に指標板４，４…を架設したもの
である。そして段部２には固定ボルトＫを遊嵌さ
せる位置調整孔２１が穿設され、底部３には基礎
Ｇに埋込まれるアンカーボルト５，５…の上端部
を挿着させる挿着孔３１，３１…が穿設されてい
る。これらの挿着孔３１，３１…は、アンカーボ
ルト５，５…の下端部を挿着して支持すべくアン
カープレートＦに穿設された孔ｆ，ｆ…と同じ位
置関係で設けられる。又指標板４の中央部にはＶ
状の切欠から成る指標４１が設けられている。 As shown in the figure, this holding device 1 is constructed by combining two long plates in a substantially X-shape consisting of a pair of step portions 2, 2 and a bottom portion 3, and furthermore, each adjacent step portion 2, 2... Indicator plates 4, 4... are installed between them. A position adjustment hole 21 is formed in the stepped portion 2, into which the fixing bolt K is loosely fitted, and an insertion hole 31 into which the upper end of the anchor bolt 5, 5, etc. embedded in the foundation G is inserted, is formed in the bottom portion 3. 31... are drilled. These insertion holes 31, 31... are provided in the same positional relationship as holes f, f... drilled in the anchor plate F to insert and support the lower ends of the anchor bolts 5, 5.... In addition, there is a V in the center of the index plate 4.
An indicator 41 consisting of a shaped notch is provided.
次に上記構成の保持装置１の使用方法及びその
アンカーボルト保持機能を説明する。 Next, a method of using the holding device 1 having the above structure and its anchor bolt holding function will be explained.
先ずコンクリートＨを打設する前に、保持装置
１の段部４を鋼製型枠６の上部フランジ６１に載
置した状態で、挿着孔３１，３１…にアンカーボ
ルト５，５…の上端部を挿着しナツトで固定す
る。すると挿着孔３１，３１…は前述の如き位置
関係で設けられている為、アンカーボルト５，５
…は互いに平行となる。 First, before pouring the concrete H, with the stepped portion 4 of the holding device 1 placed on the upper flange 61 of the steel formwork 6, the upper ends of the anchor bolts 5, 5... are inserted into the insertion holes 31, 31... Insert the parts and secure with nuts. Then, since the insertion holes 31, 31... are provided in the positional relationship as described above, the anchor bolts 5, 5...
...are parallel to each other.
一方、鋼製型枠６の上部フランジ６１には予め
保持孔６２，６２…が穿設されており、段部２の
位置調整孔２１に遊嵌された固定ボルトＫをこの
保持孔６２に挿着する。このとき位置調整孔２１
の径はボルトＫの径より大きいので保持装置１の
取着位置をある程度調整し得る。 On the other hand, holding holes 62, 62... are pre-drilled in the upper flange 61 of the steel formwork 6, and the fixing bolts K loosely fitted in the position adjustment holes 21 of the stepped portion 2 are inserted into the holding holes 62. wear it. At this time, the position adjustment hole 21
Since the diameter of the bolt K is larger than that of the bolt K, the mounting position of the holding device 1 can be adjusted to some extent.
次に保持装置１の位置を調整して、二組の相対
する指標板４，４…に設けられた指標４１，４１
…を二方向に引かれた芯墨７，７の夫々に合致さ
せる。この状態で、ボルトＫとナツトＮにより段
部２を鋼製型枠６の上部フランジ６１に定着す
る。これによりアンカーボルト５，５…は基礎Ｇ
の所定位置に保持される。換言すれば、上記指標
４１，４１…と挿着孔３１，３１…は、上記操作
によりアンカーボルト５，５…が所定位置に合致
されるべき位置関係に設定されている。 Next, the position of the holding device 1 is adjusted, and the indicators 41, 41 provided on the two sets of opposing indicator plates 4, 4...
... to match each of the lead inks 7, 7 drawn in two directions. In this state, the stepped portion 2 is fixed to the upper flange 61 of the steel formwork 6 using bolts K and nuts N. As a result, the anchor bolts 5, 5... are connected to the foundation G.
is held in place. In other words, the indicators 41, 41, . . . and the insertion holes 31, 31, . . . are set in a positional relationship such that the anchor bolts 5, 5, .
斯かる状態において、鋼製型枠６内にコンクリ
ートＨを打設する。そしてコンクリートＨが硬化
した後、保持装置１は取外される。よつてこの保
持装置１は鋼製型枠６とともに再使用することが
できる。 In this state, concrete H is poured into the steel formwork 6. After the concrete H has hardened, the holding device 1 is removed. This holding device 1 together with the steel formwork 6 can thus be reused.
尚、保持装置１の底部３に、基礎Ｇに埋込まれ
て設置されるレベル調整ボルトＬを取外し可能に
取着しておき、上記操作と同時に所定の位置に設
置させることもできる。 Incidentally, it is also possible to removably attach a level adjustment bolt L embedded in the foundation G to the bottom part 3 of the holding device 1, and to install it in a predetermined position at the same time as the above operation.
〈考案の効果〉
本考案のアンカーボルト保持装置によれば、ア
ンカーボルトの所定位置からのずれを完全になく
すことができ、しかも所定位置へ合致させる位置
調整を正確且つ容易に行うことができる。即ちア
ンカーボルトの施工精度を向上させるものであ
る。<Effects of the Invention> According to the anchor bolt holding device of the present invention, displacement of the anchor bolt from a predetermined position can be completely eliminated, and position adjustment to match the anchor bolt to the predetermined position can be performed accurately and easily. In other words, the construction accuracy of anchor bolts is improved.
第１図は、アンカーボルトを保持させた状態を
示す保持装置の斜視図、第２図は、第１図のＡ−
Ａ線矢視側断面概略図である。
１……保持装置、２……段部、２１……位置調
整孔、３……底部、３１……挿着孔、４……指標
板、４１……指標、５……アンカーボルト、６…
…鋼製型枠、６１……上部フランジ、６２……保
持孔、７……芯墨、Ｇ……基礎、Ｈ……コンクリ
ート、Ｋ……固定ボルト。
FIG. 1 is a perspective view of the holding device showing a state in which the anchor bolt is held, and FIG. 2 is a perspective view of the holding device shown in FIG.
FIG. 2 is a schematic cross-sectional view taken along the line A. DESCRIPTION OF SYMBOLS 1... Holding device, 2... Step part, 21... Position adjustment hole, 3... Bottom, 31... Insertion hole, 4... Index plate, 41... Index, 5... Anchor bolt, 6...
...Steel formwork, 61...Top flange, 62...Holding hole, 7...Corner marking, G...Foundation, H...Concrete, K...Fixing bolt.
Claims (1)
設した底部とから成る略〓状の二つの長尺板材を
略Ｘ状に一体に組合せると共に、指標を設けた指
標板を隣合う前記各段部間に架設して成り、コン
クリートを打設する際にアンカーボルトを基礎の
所定位置に保持するものであつて、前記挿着孔に
前記アンカーボルトの上端部を挿着すると共に、
前記位置調整孔に遊嵌された固定ボルトを鋼製型
枠の上部フランジの保持孔に挿着し、芯墨に前記
指標を合致させた状態で、前記段部を前記上部フ
ランジに定着することを特徴とするアンカーボル
トの保持装置。 Two substantially square-shaped elongated plates consisting of a pair of step portions with position adjustment holes and a bottom portion with an insertion hole are combined together in a substantially X shape, and an index plate with an index is provided. The anchor bolt is installed between each of the adjacent steps to hold the anchor bolt in a predetermined position on the foundation when concrete is poured, and the upper end of the anchor bolt is inserted into the insertion hole. With,
Insert the fixing bolt loosely fitted into the position adjustment hole into the holding hole of the upper flange of the steel formwork, and fix the step part to the upper flange with the index aligned with the lead marker. An anchor bolt holding device featuring:
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP5847287U JPH0512355Y2 (en) | 1987-04-17 | 1987-04-17 |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP5847287U JPH0512355Y2 (en) | 1987-04-17 | 1987-04-17 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS63165337U JPS63165337U (en) | 1988-10-27 |
| JPH0512355Y2 true JPH0512355Y2 (en) | 1993-03-30 |
Family
ID=30889078
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP5847287U Expired - Lifetime JPH0512355Y2 (en) | 1987-04-17 | 1987-04-17 |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPH0512355Y2 (en) |
-
1987
- 1987-04-17 JP JP5847287U patent/JPH0512355Y2/ja not_active Expired - Lifetime
Also Published As
| Publication number | Publication date |
|---|---|
| JPS63165337U (en) | 1988-10-27 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| JPH05214731A (en) | Column base fixing device | |
| JPH0512355Y2 (en) | ||
| JPS637648Y2 (en) | ||
| CN212897686U (en) | Universal foundation bolt pre-embedding fixing device | |
| JP3752310B2 (en) | Anchor bolt positioning tool and method | |
| JP2546943Y2 (en) | Anchor bolt measuring jig | |
| JPH0228319Y2 (en) | ||
| JPH0512356Y2 (en) | ||
| CN221837998U (en) | High-precision embedded part mounting device | |
| JPH086108Y2 (en) | Anchor bolt setting template | |
| JPS5920489Y2 (en) | Anchor bolt mounting structure | |
| JPS6192265A (en) | Root winding method of iron pillar leg | |
| JPS6332262Y2 (en) | ||
| JPH0245353Y2 (en) | ||
| JP2558069Y2 (en) | Installation positioning marker for architectural inserts | |
| JPH0560110U (en) | Cubicle foundation bolt mounting structure | |
| JPS605753B2 (en) | Positioning device installed on a pillar | |
| JPS603203Y2 (en) | anchor unit | |
| JPS5841121A (en) | Installing method for anchor bolt and positioning member employed in said method | |
| JP2561529Y2 (en) | Foundation anchor bolt | |
| JPS6168954A (en) | Construction of outer wall using precast truss plate | |
| JPH0738717U (en) | Insert anchor | |
| JPH0410540B2 (en) | ||
| JPH0422967Y2 (en) | ||
| JPH0372117A (en) | Fixing method for anchor bolt and its fixing metal fitting |