JPH08284321A - Reinforcement positioning spacer - Google Patents
Reinforcement positioning spacerInfo
- Publication number
- JPH08284321A JPH08284321A JP8691195A JP8691195A JPH08284321A JP H08284321 A JPH08284321 A JP H08284321A JP 8691195 A JP8691195 A JP 8691195A JP 8691195 A JP8691195 A JP 8691195A JP H08284321 A JPH08284321 A JP H08284321A
- Authority
- JP
- Japan
- Prior art keywords
- support
- reinforcing bar
- members
- temporary frame
- supporting
- 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.)
- Granted
Links
Landscapes
- Forms Removed On Construction Sites Or Auxiliary Members Thereof (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
Description
【0001】[0001]
【産業上の利用分野】本発明は、コンクリート建造物の
建設において、鉄筋の組立に使用される鉄筋位置決め用
スペーサーに関するものである。BACKGROUND OF THE INVENTION 1. Field of the Invention The present invention relates to a reinforcing bar positioning spacer used for assembling reinforcing bars in the construction of concrete structures.
【0002】[0002]
【従来の技術】コンクリート建造物の建設において、鉄
筋を組み立てる場合、鉄筋とコンクリート打設面との間
隔即ちかぶり厚を確保するためにスペーサーが使用され
ている。従来使用されているスペーサーは、コンクリー
ト或いはプラスチックで作られたブロックが一般的であ
り、このブロックを鉄筋と仮枠の間に介在させてかぶり
厚を確保している。2. Description of the Related Art In the construction of concrete structures, when assembling reinforcing bars, spacers are used to secure the distance between the reinforcing bars and the concrete placing surface, that is, the cover thickness. The spacer used conventionally is generally a block made of concrete or plastic, and this block is interposed between the reinforcing bar and the temporary frame to secure the cover thickness.
【0003】[0003]
【発明が解決しようとする課題】上記従来のスペーサー
によれば、鉄筋と仮枠との間に介在させるに際し、スペ
ーサーを仮枠に固定するといった手段が講じられていな
いため、コンクリート打設による衝撃その他の衝撃を受
けたとき、前記鉄筋と仮枠の間に介在させたスペーサー
がずれたり、外れたりする場合があり、所定のかぶり厚
を確保できないおそれがあるといった問題があった。According to the above-mentioned conventional spacer, since the means for fixing the spacer to the temporary frame is not taken when the spacer is interposed between the reinforcing bar and the temporary frame, the impact of concrete placement When another impact is applied, the spacer interposed between the reinforcing bar and the temporary frame may be displaced or come off, and there is a problem that a predetermined cover thickness may not be secured.
【0004】本発明は上記点に鑑み、鉄筋の所定のかぶ
り厚を確保できるように、更にはコンクリート打設面の
レベル出しするためのレベラーとして使用できるように
し、更にはコンクリート面にねじ穴を開口できるように
することを目的とした鉄筋位置決め用スペーサーを提供
するものである。In view of the above points, the present invention can be used as a leveler for leveling a concrete placing surface so that a predetermined covering thickness of a reinforcing bar can be secured, and a screw hole is provided on a concrete surface. It is intended to provide a spacer for positioning a reinforcing bar for the purpose of enabling opening.
【0005】[0005]
【課題を解決するための手段】本発明は上記目的を達成
するために、端部同志を接続分離可能にした2本以上の
棒状の支持部材からなる支持体と、前記支持部材を接続
して形成される支持体に設けられて鉄筋を受ける鉄筋受
体とからなり、前記支持体にあっては、該支持体を構成
する支持部材のうち、支持体の両端側に位置する支持部
材のうち少なくとも一方の支持部材の一端を非接続側端
部とし、この非接続側端部には仮枠に固定する仮枠固定
部を設けた構成とした。In order to achieve the above object, the present invention connects the support member with a support body composed of two or more rod-shaped support members whose ends can be connected and separated from each other. Of the support members constituting the support member, the support member is provided on the support member to be formed and receives the reinforcing bar. One end of at least one of the supporting members is a non-connecting side end, and the non-connecting side end is provided with a temporary frame fixing portion that is fixed to the temporary frame.
【0006】また、前記支持体を構成する支持部材のう
ち、支持体の両端側に位置する支持部材の一方或いは双
方の非接続側端部に、軸方向にねじ穴を形成した。Further, among the supporting members constituting the supporting body, screw holes are formed in the axial direction at one or both ends of the supporting members located at both ends of the supporting body in the non-connection side.
【0007】[0007]
【作用】本発明によれば、支持体を構成する支持部材の
うちの端側に位置する支持部材の仮枠固定部を仮枠に固
定することにより支持体が仮枠に固定された状態とな
り、この支持体に設けた鉄筋受体に鉄筋を受けさせるこ
とにより、コンクリート打設による衝撃やその他の衝撃
を受けても、前記支持体が仮枠から外れず、これにより
鉄筋に対するかぶり厚は確保される。According to the present invention, the support is fixed to the temporary frame by fixing the temporary frame fixing portion of the support member located on the end side of the support members constituting the support to the temporary frame. , By receiving the reinforcing bar to the reinforcing bar receiver provided on this support, the support does not come off from the temporary frame even if it receives an impact from concrete placement or other impacts, thereby ensuring the cover thickness for the reinforcing bar. To be done.
【0008】また、前記支持体の高さ(長さ)をコンク
リート打設厚味に設定することにより、支持体の先端が
コンクリート打設面のレベル出しとなる。Further, the height (length) of the support is set to the thickness of the concrete pouring, so that the tip of the support can level the concrete pouring surface.
【0009】更にまた、支持体の端側に位置する支持部
材の非接続側端部に軸方向にねじ穴を形成したので、コ
ンクリート面にねじ穴が開口し、このねじ穴を利用する
ことによりコンクリート面に種々の物品が容易に取付け
られる。Furthermore, since the screw hole is formed in the axial direction at the non-connection side end of the support member located on the end side of the support, the screw hole is opened in the concrete surface, and by utilizing this screw hole Various articles can be easily attached to the concrete surface.
【0010】[0010]
【実施例】以下、本発明を図面に示す実施例に基づいて
詳細に説明する。図1は本発明の一実施例を示すもので
あり、同図において1は支持体であり、この支持体1は
端部同志を接続分離可能にした3本の棒状の支持部材2
a,2b,2cにより構成されている。支持部材2a,
2b,2cのうち、支持体1の両端側を構成する支持部
材2a,2cは、その一端が他の支持部材2bに接続し
ない非接続側端部となっており、この非接続側端部に
は、該端部を仮枠に固定する仮枠固定部3が設けてあ
る。この仮枠固定部3は、前記支持部材2a,2cの端
部を仮枠に固定できればよく、特に限定されるものでは
ない。この実施例では、支持部材2a,2cの端部に釘
穴5を形成したフランジ部4が設けられており、このフ
ランジ部4をもって仮枠固定部3としている。更に、前
記支持部材2a,2cの非接続側端部には、軸方向にね
じ穴6が形成されている。前記仮枠固定部3として、ね
じ穴6を利用することもできる。DESCRIPTION OF THE PREFERRED EMBODIMENTS The present invention will be described below in detail with reference to the embodiments shown in the drawings. FIG. 1 shows an embodiment of the present invention. In FIG. 1, reference numeral 1 is a support, and this support 1 has three rod-shaped support members 2 whose ends can be connected and separated.
It is composed of a, 2b and 2c. Support member 2a,
Of the members 2b and 2c, the support members 2a and 2c, which form the opposite ends of the support body 1, have one end that is a non-connection-side end that is not connected to another support member 2b. Is provided with a temporary frame fixing portion 3 for fixing the end portion to the temporary frame. The temporary frame fixing portion 3 is not particularly limited as long as the ends of the support members 2a and 2c can be fixed to the temporary frame. In this embodiment, a flange portion 4 in which nail holes 5 are formed is provided at the ends of the support members 2a and 2c, and the flange portion 4 serves as the temporary frame fixing portion 3. Further, screw holes 6 are formed in the axial direction at the non-connection side ends of the support members 2a and 2c. A screw hole 6 can be used as the temporary frame fixing portion 3.
【0011】前記支持部材2a,2cのうち、一方の支
持部材2aの接続側端部には、軸心上に雄ねじ7が設け
られている。また、他の支持部材2cの接続側端部に
は、前記雄ねじ7が螺合可能な雌ねじ8が軸心上に形成
されている。また、前記支持体1の中間を構成する支持
部材2bにあっては、その一端に前記支持部材2aに設
けられた雄ねじ7に螺合可能な雌ねじ9が軸心上に形成
され、他端には前記支持部材2cに形成された雌ねじ8
に螺合可能な雄ねじ10が軸心上に設けられている。前
記支持部材2a,2b,2cはそれぞれ同径となってお
り、その外周には同ピッチの雄ねじ部11a,11b,
11cが形成されている。Of the supporting members 2a and 2c, a male screw 7 is provided on the axial center of the connecting side end of one supporting member 2a. A female screw 8 to which the male screw 7 can be screwed is formed on the axial center at the connection side end of the other support member 2c. In addition, in the support member 2b forming the middle of the support body 1, a female screw 9 which can be screwed into the male screw 7 provided on the support member 2a is formed on one end of the support member 2b, and the other end is formed at the other end. Is a female screw 8 formed on the supporting member 2c.
A male screw 10 that can be screwed in is provided on the axis. The support members 2a, 2b, 2c have the same diameter, and the outer circumferences thereof have the male screw portions 11a, 11b,
11c is formed.
【0012】12は前記支持部材2a,2b,2cを接
続して形成される支持体1に設けられた鉄筋受体であ
る。この鉄筋受体12は内周面に、前記支持部材2a,
2b,2cの雄ねじ部11a,11b,11cに螺合可
能な雌ねじ部13を形成した環体14と、環体14に突
設した受部15により構成されている。16は前記支持
部材2a,2b,2cの雄ねじ部11a,11b,11
cに螺合して、同様に支持部材2a,2b,2cの雄ね
じ部11a,11b,11cに螺合している鉄筋受体1
2の回転を防止する回り止めである。この実施例では、
支持部材2a,2cの双方の非接続側端部に仮枠固定部
3を設けているが、いずれか一方にだけ設けてもよい。Reference numeral 12 is a reinforcing bar receiver provided on the support 1 formed by connecting the support members 2a, 2b and 2c. The reinforcing bar receiver 12 is provided on the inner peripheral surface with the support members 2a,
It is composed of a ring body 14 in which a female screw portion 13 that can be screwed into the male screw portions 11a, 11b, 11c of 2b and 2c is formed, and a receiving portion 15 protruding from the ring body 14. Reference numeral 16 denotes male screw portions 11a, 11b, 11 of the support members 2a, 2b, 2c.
Reinforcing bar receiver 1 screwed to c and similarly screwed to male screw portions 11a, 11b, 11c of support members 2a, 2b, 2c.
It is a detent that prevents the rotation of 2. In this example,
Although the temporary frame fixing portions 3 are provided at the non-connection-side end portions of both the supporting members 2a and 2c, they may be provided at only one of them.
【0013】図2は本発明の他の実施例を示すものであ
り、この実施例では、各支持部材2a,2b,2cの外
側適位置に2本の杆17を突設してこれを鉄筋受体12
としている。この実施例では、各支持部材2a,2b,
2cに設ける鉄筋受体12の位置は、かぶり厚に応じて
設定されるものであり、鉄筋受体12の位置の異なる支
持部材2a,2b,2cを複数用意しておき、かぶり厚
に応じた支持部材2a,2b,2cを使用する。FIG. 2 shows another embodiment of the present invention. In this embodiment, two rods 17 are provided at appropriate positions on the outer sides of the supporting members 2a, 2b, 2c so as to project the reinforcing bars. Receiver 12
And In this embodiment, each support member 2a, 2b,
The position of the reinforcing bar receiver 12 provided in 2c is set according to the cover thickness, and a plurality of supporting members 2a, 2b, 2c having different positions of the reinforcing bar receiver 12 are prepared, and the position is determined according to the cover thickness. The support members 2a, 2b, 2c are used.
【0014】次に、上記実施例の使用例を説明する。図
3は壁体、梁、柱等の配筋に図1の実施例に示すスペー
サーを使用した例を示している。先ず、壁厚、梁厚、柱
厚に応じた長さの支持部材2a,2b,2cを選び、予
め、各支持部材2a,2b,2cの外周に必要な数の鉄
筋受体12を螺合したうえで、各支持部材2a,2b,
2cを接続し支持体1を形成する。Next, an example of use of the above embodiment will be described. FIG. 3 shows an example in which the spacer shown in the embodiment of FIG. 1 is used for the reinforcement of walls, beams, columns and the like. First, the supporting members 2a, 2b, 2c having a length corresponding to the wall thickness, the beam thickness, and the column thickness are selected, and the required number of reinforcing bar receivers 12 are screwed in advance on the outer circumference of each supporting member 2a, 2b, 2c. Then, each support member 2a, 2b,
2c are connected to form the support 1.
【0015】次に、前記支持体1を配筋の完了した仮枠
17,18間に位置させて、支持部材2aの仮枠固定部
3を一方の仮枠17に当てて釘19により固定し、同様
に支持部材2cの仮枠固定部3を他方の仮枠18に当て
て釘19により固定し、そして、支持体1に螺合させた
鉄筋受体12により配筋されている鉄筋20をかぶり厚
の位置で受ける。これにより、鉄筋20はかぶり厚の位
置で支持され、そして、コンクリートの打設等の衝撃を
受けても支持体1は仮枠17,18に固定されているの
で、鉄筋20のかぶり厚は確保される。この様な使用は
セパレータとしての機能も発揮し、スペーサとして使用
すると同時にセパレータとしての使用を兼ねることがで
きる。Next, the support 1 is positioned between the temporary frames 17 and 18 in which the reinforcement has been completed, and the temporary frame fixing portion 3 of the supporting member 2a is applied to one temporary frame 17 and fixed by the nail 19. Similarly, the temporary frame fixing portion 3 of the support member 2c is applied to the other temporary frame 18 and fixed by the nail 19, and the reinforcing bar 20 arranged by the reinforcing bar receiver 12 screwed to the supporting body 1 is Receive at the thick cover position. As a result, the reinforcing bar 20 is supported at the cover thickness position, and the support body 1 is fixed to the temporary frames 17 and 18 even if an impact such as the placing of concrete is received. Therefore, the cover thickness of the reinforcing bar 20 is secured. To be done. Such use also functions as a separator, and can be used as a spacer and at the same time as a separator.
【0016】図4はスラブの配筋に図2の実施例に示す
スペーサーを使用した例を示している。先ずスラブ厚に
応じた長さで、且つかぶり厚に応じた位置に鉄筋受体1
2が設けられている支持部材2a,2b,2cを選び、
これらを接続して支持体1を形成する。FIG. 4 shows an example in which the spacer shown in the embodiment of FIG. 2 is used for slab reinforcement. First, the reinforcing bar receiver 1 is provided at a length corresponding to the slab thickness and at a position corresponding to the cover thickness.
Select the support members 2a, 2b, 2c provided with 2,
These are connected to form the support 1.
【0017】次に、前記支持体1を配筋の完了した仮枠
17上に位置させ、支持部材2aの仮枠固定部3を仮枠
17に当てて釘19により固定し、そして鉄筋受体12
により配筋されている鉄筋20をかぶり厚の位置で受け
る。Next, the support 1 is positioned on the temporary frame 17 having completed the bar arrangement, the temporary frame fixing portion 3 of the support member 2a is applied to the temporary frame 17 and fixed by the nails 19, and the reinforcing bar receiver 12
The reinforcing bar 20 reinforced by is received at the position of the cover thickness.
【0018】これにより、鉄筋20はかぶり厚の位置で
支持され、そしてコンクリートの打設等の衝撃を受けて
も支持体1は仮枠17に固定されているので、鉄筋20
のかぶり厚は確保される。また、前記支持体1の長さが
スラブ厚に応じた長さとなっているので、支持体1の先
端即ち支持部材2cの非接続側端部がコンクリート打設
面のレベルとなり、コンクリート打設面のレベラーとも
なる。As a result, the reinforcing bar 20 is supported at the position of the cover thickness, and the supporting body 1 is fixed to the temporary frame 17 even if an impact such as the placing of concrete is received.
The cover thickness is secured. Further, since the length of the support 1 is the length corresponding to the slab thickness, the tip of the support 1, that is, the non-connection side end of the support member 2c becomes the level of the concrete pouring surface, and the concrete pouring surface. Will also be the leveler of.
【0019】上記図3、図4に示す使用例では、支持体
1を仮枠17,18に固定するにあたり、フランジ4に
形成した釘穴5を通して釘19により固定しているが、
図5に示すように、支持部材2a,2cの非接続側端部
に形成されているねじ穴6を利用し、このねじ穴6に固
定用ボルト21を螺合することにより固定してもよい。In the examples of use shown in FIGS. 3 and 4, when fixing the support 1 to the temporary frames 17 and 18, the nails 19 are fixed through the nail holes 5 formed in the flange 4.
As shown in FIG. 5, screw holes 6 formed in the non-connection side end portions of the support members 2a and 2c may be used, and the fixing bolts 21 may be screwed into the screw holes 6 to be fixed. .
【0020】上記のようにして、本発明に係るスペーサ
ーを使用して形成したコンクリート面には、支持体1の
両端側を構成する支持部材2a,2cの非接続側端部に
形成されているねじ穴6が開口するので、このねじ穴6
を利用し、適宜のボルトを介してコンクリート面に種々
の物品が取り付けられる。As described above, on the concrete surface formed by using the spacer according to the present invention, the non-connecting side end portions of the supporting members 2a and 2c constituting both end sides of the supporting body 1 are formed. Since the screw hole 6 opens, this screw hole 6
Various articles are attached to the concrete surface by using appropriate bolts.
【0021】[0021]
【発明の効果】以上のように本発明に係る鉄筋位置決め
用スペーサーによれば、鉄筋のかぶり厚を確実に保つこ
とができ、またコンクリート打設面のレベル出しとして
も使用することができ、更には、コンクリート面に種々
の物品を容易に取り付けることを可能とするといった効
果がある。As described above, according to the reinforcing bar positioning spacer according to the present invention, the cover thickness of the reinforcing bar can be reliably maintained, and it can be used as a leveling for concrete placing surface. Has an effect that various articles can be easily attached to the concrete surface.
【図1】本発明の一実施例を示す縦断正面図。FIG. 1 is a vertical sectional front view showing an embodiment of the present invention.
【図2】本発明の他の実施の一例を示す正面図。FIG. 2 is a front view showing another example of the present invention.
【図3】本発明の使用例を示す説明図。FIG. 3 is an explanatory diagram showing an example of use of the present invention.
【図4】本発明の使用例を示す説明図。FIG. 4 is an explanatory diagram showing an example of use of the present invention.
【図5】本発明の使用例を示す説明図。FIG. 5 is an explanatory diagram showing a usage example of the present invention.
1 支持体 2a,2b,2c 支持部材 3 仮枠固定部 4 フランジ 5 釘穴 6 ねじ穴 7 雄ねじ 8 雌ねじ 9 雌ねじ 10 雄ねじ 11a,11b,11c 雄ねじ部 12 鉄筋受体 13 雌ねじ部 14 環体 15 受部 16 回り止め 17 仮枠 18 仮枠 19 釘 20 鉄筋 21 固定ボルト 1 Supports 2a, 2b, 2c Supporting member 3 Temporary frame fixing part 4 Flange 5 Nail hole 6 Screw hole 7 Male screw 8 Female screw 9 Female screw 10 Male screw 11a, 11b, 11c Male screw part 12 Reinforcing bar receiver 13 Female screw part 14 Ring body 15 receiving Part 16 Detent 17 Temporary frame 18 Temporary frame 19 Nail 20 Reinforcing bar 21 Fixing bolt
Claims (4)
の棒状の支持部材からなる支持体と、前記支持部材を接
続して形成される支持体に設けられて鉄筋を受ける鉄筋
受体とからなり、前記支持体にあっては、該支持体を構
成する支持部材のうち、支持体の両端側に位置する支持
部材のうち少なくとも一方の支持部材の一端を非接続側
端部とし、この非接続側端部には仮枠に固定する仮枠固
定部を設けたことを特徴とする鉄筋位置決め用スペーサ
ー。1. A support body comprising two or more rod-shaped support members whose end portions can be connected and separated from each other, and a reinforcing bar receiver provided on the support body formed by connecting the support members to receive a reinforcing bar. In the support, one end of at least one support member among the support members constituting the support is one of the support members located on both end sides of the support is a non-connection side end portion, A reinforcing bar positioning spacer characterized in that a provisional frame fixing portion for fixing the provisional frame is provided at the end portion on the non-connection side.
けられている請求項1記載の鉄筋位置決め用スペーサ
ー。2. The reinforcing bar positioning spacer according to claim 1, wherein the reinforcing bar receiver is provided at a predetermined position on the outer periphery of the supporting member.
る支持体の長手方向任意の位置に着脱自在に設けられて
いる請求項1記載の鉄筋位置決め用スペーサー。3. The reinforcing bar positioning spacer according to claim 1, wherein the reinforcing bar receiver is detachably provided at an arbitrary position in the longitudinal direction of the supporting body formed by connecting the supporting members.
体の両端側に位置する支持部材の一方或いは双方の非接
続側端部に、軸方向にねじ穴を形成したことを特徴とす
る請求項1,2又は3記載の鉄筋位置き決め用スペーサ
ー。4. A threaded hole is formed in the axial direction at the non-connection side end of one or both of the supporting members located at both ends of the supporting member among the supporting members constituting the supporting member. The reinforcing bar positioning spacer according to claim 1, 2, or 3.
Priority Applications (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP7086911A JP2750668B2 (en) | 1995-04-12 | 1995-04-12 | Rebar positioning spacer |
Applications Claiming Priority (1)
Application Number | Priority Date | Filing Date | Title |
---|---|---|---|
JP7086911A JP2750668B2 (en) | 1995-04-12 | 1995-04-12 | Rebar positioning spacer |
Publications (2)
Publication Number | Publication Date |
---|---|
JPH08284321A true JPH08284321A (en) | 1996-10-29 |
JP2750668B2 JP2750668B2 (en) | 1998-05-13 |
Family
ID=13900036
Family Applications (1)
Application Number | Title | Priority Date | Filing Date |
---|---|---|---|
JP7086911A Expired - Lifetime JP2750668B2 (en) | 1995-04-12 | 1995-04-12 | Rebar positioning spacer |
Country Status (1)
Country | Link |
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JP (1) | JP2750668B2 (en) |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100364117B1 (en) * | 2000-02-23 | 2002-12-12 | 송영택 | A leveling device for carrying out the ground |
JP2012067578A (en) * | 2011-01-05 | 2012-04-05 | Tokyu Construction Co Ltd | Shear reinforcing construction method and shear reinforcement supporting implement |
KR102003670B1 (en) * | 2018-08-03 | 2019-07-25 | 한국건설기술연구원 | Textile reinforced concrete structure using textile grid fixing apparatus, and construction method for the same |
KR20230032134A (en) * | 2021-08-30 | 2023-03-07 | 남명진 | Device for preventing form push |
Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS59102850U (en) * | 1982-12-28 | 1984-07-11 | 丸井産業株式会社 | Reinforcement and formwork assembly equipment for large structures |
JPH0232528U (en) * | 1988-08-23 | 1990-02-28 |
-
1995
- 1995-04-12 JP JP7086911A patent/JP2750668B2/en not_active Expired - Lifetime
Patent Citations (2)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
JPS59102850U (en) * | 1982-12-28 | 1984-07-11 | 丸井産業株式会社 | Reinforcement and formwork assembly equipment for large structures |
JPH0232528U (en) * | 1988-08-23 | 1990-02-28 |
Cited By (4)
Publication number | Priority date | Publication date | Assignee | Title |
---|---|---|---|---|
KR100364117B1 (en) * | 2000-02-23 | 2002-12-12 | 송영택 | A leveling device for carrying out the ground |
JP2012067578A (en) * | 2011-01-05 | 2012-04-05 | Tokyu Construction Co Ltd | Shear reinforcing construction method and shear reinforcement supporting implement |
KR102003670B1 (en) * | 2018-08-03 | 2019-07-25 | 한국건설기술연구원 | Textile reinforced concrete structure using textile grid fixing apparatus, and construction method for the same |
KR20230032134A (en) * | 2021-08-30 | 2023-03-07 | 남명진 | Device for preventing form push |
Also Published As
Publication number | Publication date |
---|---|
JP2750668B2 (en) | 1998-05-13 |
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