JPH0469246B2 - - Google Patents
Info
- Publication number
- JPH0469246B2 JPH0469246B2 JP14759285A JP14759285A JPH0469246B2 JP H0469246 B2 JPH0469246 B2 JP H0469246B2 JP 14759285 A JP14759285 A JP 14759285A JP 14759285 A JP14759285 A JP 14759285A JP H0469246 B2 JPH0469246 B2 JP H0469246B2
- Authority
- JP
- Japan
- Prior art keywords
- concrete
- gate
- anchor
- foundation
- thickness
- 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
- 238000000034 method Methods 0.000 claims description 11
- 230000003014 reinforcing effect Effects 0.000 claims description 10
- 238000009434 installation Methods 0.000 description 7
- 239000002184 metal Substances 0.000 description 4
- 239000000463 material Substances 0.000 description 3
- 230000000694 effects Effects 0.000 description 2
- 238000007796 conventional method Methods 0.000 description 1
- 230000002787 reinforcement Effects 0.000 description 1
- 125000006850 spacer group Chemical group 0.000 description 1
Landscapes
- Barrages (AREA)
Description
【発明の詳細な説明】
産業上の利用分野
本発明はゲート用アンカー金物据付工法に関す
る。DETAILED DESCRIPTION OF THE INVENTION Field of Industrial Application The present invention relates to a method for installing gate anchor hardware.
従来の技術
従来、水路に転倒ゲートを据付ける場合、コン
クリート箱抜き工法により行なわれていた。即
ち、第２図に示すように、基礎部１のコンクリー
ト２を打設する際、転倒ゲート３を支承する支承
具４を取付ける箇所の部分には、箱枠５が埋込ま
れ、そして後からこの部分に支承具４固定用のア
ンカー金物（図示せず）が配設されていた。Conventional technology Conventionally, when installing a tipping gate in a waterway, the concrete box cutting method was used. That is, as shown in FIG. 2, when pouring concrete 2 for the foundation 1, a box frame 5 is embedded in the area where the support 4 for supporting the overturning gate 3 is to be installed, and later An anchor metal fitting (not shown) for fixing the support 4 was provided in this portion.
発明が解決しようとする問題点
上記の箱抜き工法によると、箱枠５を抜いた後
のコンクリート２の厚みｔが、他の箇所に比べて
箱枠５の厚さ分だけ薄くなると共にこの部分にお
いて鉄筋が分断されるため、設計上の有効厚さが
あまりとれなくなつて不経済であり、またこの部
分に直接荷重が働くため、何等かの補強対策を講
じなければならないという問題があつた。Problems to be Solved by the Invention According to the above-mentioned box cutting method, the thickness t of the concrete 2 after removing the box frame 5 becomes thinner by the thickness of the box frame 5 compared to other parts, and this part Since the reinforcing bars are separated at the point, the effective design thickness cannot be secured, making it uneconomical.Also, since a direct load is applied to this section, some kind of reinforcement measures must be taken. .
そこで、本発明は上記問題を解消し得るゲート
用アンカー金物据付工法を提供することを目的と
する。 SUMMARY OF THE INVENTION Therefore, an object of the present invention is to provide a gate anchor hardware installation method that can solve the above problems.
問題を解決するための手段
上記問題を解消するため、本発明のゲート用ア
ンカー金物据付工法は、ゲート支承部下方の基礎
部の配筋を行なう際に、ゲート支承部固定用のア
ンカー金物を配置し、その後コンクリートを打設
する方法である。Means for Solving the Problem In order to solve the above problem, the gate anchor hardware installation method of the present invention is such that when reinforcing the foundation below the gate support, anchor hardware for fixing the gate support is placed. This method involves pouring concrete after that.
作 用
上記の据付工法によると、アンカー金物を鉄筋
と一緒に配置した後、コンクリートを打設するの
で、基礎部そのものの厚みを設計上の有効厚さに
することができると共に、アンカー金物が鉄筋と
一体的にコンクリートにより固定されるので、ゲ
ートの支持強度が向上する。Effects According to the above installation method, concrete is poured after placing the anchor hardware together with the reinforcing bars, so the thickness of the foundation itself can be set to the design effective thickness, and the anchor hardware is placed with the reinforcing bars. Since it is fixed integrally with concrete, the support strength of the gate is improved.
実施例
以下、本発明の一実施例を第１図に基づき説明
する。なお、第１図は水路の断面状態を示してい
る。まず、基礎部１１における鉄筋（図示せず）
を多数配置する。そして、この時、転倒ゲート１
２の支承具１３の下方位置において、支承具１３
固定用のアンカー金物１４を配置する。即ち、基
礎部１１下面の捨コンクリート上に、据付材１５
を介して、間隔保持材１６を転倒ゲート１２に沿
つて支持する。次に、この間隔保持材１６上の転
倒ゲート１２支持箇所において、垂直支持板１７
と、この垂直支持板１７上端に固定されたベース
プレート１８と、このベースプレート１８に垂設
固定されたアンカーボルト１９とから成るアンカ
ー金物１４を、立設する。勿論、据付材１５、間
隔保持材１６及び垂直支持板１７は、鉄筋の間に
支障なく配置される。そして、この状態でコンク
リート２０を打設して、基礎部１１を形成する。
なお、図示していないが、コンクリート２０内に
埋まる部材のうち平板部には、コンクリート通過
用の穴が形成されている。このように、アンカー
金物１４を鉄筋と一緒に配置した後、コンクリー
ト２０を打設するので、基礎部１１そのものの厚
みを設計上の有効厚さにすることができる。Embodiment An embodiment of the present invention will be described below with reference to FIG. Note that FIG. 1 shows the cross-sectional state of the waterway. First, reinforcing bars (not shown) in the foundation part 11
Place many. And at this time, falling gate 1
At the lower position of the support 13 of No. 2, the support 13
Anchor metal fittings 14 for fixing are arranged. That is, the installation material 15 is placed on the concrete on the bottom surface of the foundation 11.
The spacing member 16 is supported along the overturning gate 12 via. Next, at the location where the overturning gate 12 is supported on the spacer 16, the vertical support plate 17
Then, an anchor metal fitting 14 consisting of a base plate 18 fixed to the upper end of this vertical support plate 17 and an anchor bolt 19 fixed vertically to this base plate 18 is set upright. Of course, the mounting members 15, the spacing members 16 and the vertical support plates 17 can be placed between the reinforcing bars without any problem. Then, in this state, concrete 20 is poured to form the foundation 11.
Although not shown, a hole for passing through the concrete is formed in the flat plate part of the member buried in the concrete 20. In this way, since the concrete 20 is placed after the anchor hardware 14 is placed together with the reinforcing bars, the thickness of the foundation 11 itself can be set to the effective design thickness.
発明の効果
上記本発明の据付工法によると、アンカー金物
を鉄筋と一緒に配置した後、コンクリートを打設
するので、基礎部そのものの厚みを設計上の有効
厚さにすることができ、従来の箱抜き工法に比べ
て、経済的であると共にゲートの支持強度を増す
ことができ、更にはアンカー金物を配筋時に設け
るため、その据付精度を向上させることができ
る。Effects of the Invention According to the above-mentioned installation method of the present invention, concrete is poured after placing the anchor hardware together with the reinforcing bars, so the thickness of the foundation itself can be set to the effective design thickness, which is different from the conventional method. Compared to the box-cutting method, this method is more economical and can increase the support strength of the gate, and furthermore, since anchor metal fittings are provided at the time of reinforcing, the installation accuracy can be improved.
第１図は本発明の一実施例の要部切取斜視図、
第２図は従来例の要部断面図である。
１１……基礎部、１２……転倒ゲート、１３…
…支承具、１４……アンカー金物、１５……据付
材、１６……間隔保持材、１７……垂直支持板、
１８……ベースプレート、１９……アンカーボル
ト、２０……コンクリート。
FIG. 1 is a cutaway perspective view of essential parts of an embodiment of the present invention;
FIG. 2 is a sectional view of a main part of a conventional example. 11...Foundation part, 12...Tumble gate, 13...
... Supporting tool, 14 ... Anchor hardware, 15 ... Installation material, 16 ... Spacing material, 17 ... Vertical support plate,
18... Base plate, 19... Anchor bolt, 20... Concrete.
Claims (1)
に、ゲート支承部固定用のアンカー金物を配置
し、その後コンクリートを打設することを特徴と
するゲート用アンカー金物据付工法。1. A method for installing anchor hardware for gates, which is characterized in that when reinforcing the foundation below the gate support, anchor hardware for fixing the gate support is placed, and then concrete is poured.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP14759285A JPS6210314A (en) | 1985-07-03 | 1985-07-03 | Installation work for anchor metal for gate |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| JP14759285A JPS6210314A (en) | 1985-07-03 | 1985-07-03 | Installation work for anchor metal for gate |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| JPS6210314A JPS6210314A (en) | 1987-01-19 |
| JPH0469246B2 true JPH0469246B2 (en) | 1992-11-05 |
Family
ID=15433835
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| JP14759285A Granted JPS6210314A (en) | 1985-07-03 | 1985-07-03 | Installation work for anchor metal for gate |
Country Status (1)
| Country | Link |
|---|---|
| JP (1) | JPS6210314A (en) |
-
1985
- 1985-07-03 JP JP14759285A patent/JPS6210314A/en active Granted
Also Published As
| Publication number | Publication date |
|---|---|
| JPS6210314A (en) | 1987-01-19 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US3733757A (en) | Concrete building frame construction | |
| JP3700096B2 (en) | Seismic isolation device installation method | |
| JPH0469246B2 (en) | ||
| JP7149744B2 (en) | Seismic isolation upper foundation structure, its fabrication method, and seismic isolation foundation construction method | |
| JP2000129953A (en) | Fitting method of base isolation device to foundation | |
| JPS6410838A (en) | Box pulling basket retaining mold of iron pillar fixing part in src building | |
| JPH03119262A (en) | Jig for support of anchor bolt | |
| JP3613404B2 (en) | Anchor bolt frame | |
| JPH0343569A (en) | Block for both leveling and flow stopping concrete | |
| JP2784450B2 (en) | Reinforced concrete foundation | |
| KR100212022B1 (en) | Basic structural method of plinth using high strength concrete P.C block | |
| JP2607137B2 (en) | How to bury the mounting bracket for mounting the support material | |
| JPH026901B2 (en) | ||
| JPS5925969Y2 (en) | basic hardware | |
| JPH06129102A (en) | Pillar form | |
| JPH0222178B2 (en) | ||
| JP2560598B2 (en) | RC reverse construction method | |
| JPH0752261Y2 (en) | Floor panel support structure | |
| JP3368360B2 (en) | How to install a packer plate for equipment installation | |
| JPH0765368B2 (en) | Precast concrete half flat slab | |
| JPH01284617A (en) | Method for constructing base plate | |
| JPH0641918A (en) | Support structure of form device for molding bridge and bridge construction method using support structure | |
| JPH053559Y2 (en) | ||
| JPH0988083A (en) | Grout filling method for the lower end of column base and mold for forming the grout filling recess used for it | |
| JPH04128430A (en) | concrete foundation |