JP2010101161A - Institution support fixing device - Google Patents

Institution support fixing device Download PDF

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JP2010101161A
JP2010101161A JP2009242712A JP2009242712A JP2010101161A JP 2010101161 A JP2010101161 A JP 2010101161A JP 2009242712 A JP2009242712 A JP 2009242712A JP 2009242712 A JP2009242712 A JP 2009242712A JP 2010101161 A JP2010101161 A JP 2010101161A
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facility
support
strut
fixing device
ground
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Japanese (ja)
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Mun Soku Kim
ソク キム、ムン
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KURINAA KOREA CO Ltd
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KURINAA KOREA CO Ltd
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Priority claimed from KR20080013982U external-priority patent/KR200445403Y1/en
Priority claimed from KR2020080013981U external-priority patent/KR200443819Y1/en
Priority claimed from KR2020080013980U external-priority patent/KR20100004405U/en
Application filed by KURINAA KOREA CO Ltd filed Critical KURINAA KOREA CO Ltd
Publication of JP2010101161A publication Critical patent/JP2010101161A/en
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Abstract

<P>PROBLEM TO BE SOLVED: To provide an institution support fixing device which can achieve the rapidity, simplicity, and efficiency of work for fixing an institution support, generates no concrete waste material and thereby is eco-friendly, and excellent in economic efficiency. <P>SOLUTION: An institution support fixing device digs the ground by rotation to be inserted into the ground without complicated work such as foundation digging work and concrete placing for fixing an institution support. The institution support is fitted to a support fitting portion of the institution support fixing device to be easily installed. The institution support can be firmly fixed and connected by a support frame, a net and a packing member, or a bearing pile. As a result, the rapidity, simplicity, and efficiency of the work for fixing the institution support can be achieved, and no generation of a concrete waste material is enabled to provide an eco-friendly and economical device. As the institution support fixing device is remarkably lighter than a conventional configuration for fixing the institution support by concrete placing, construction can be carried out in an area to which the transport of a device is difficult or under a condition making the enter of equipment difficult. <P>COPYRIGHT: (C)2010,JPO&INPIT

Description

本発明は施設支柱固定装置に係り、さらに詳しくは、施設支柱を固定するために基礎堀り作業、コンクリート打設などの複雑な作業なしに施設支柱固定具が回転によって地盤を掘り込んで地中に挿入され、施設支柱を施設支柱固定具の支柱嵌合部に嵌着して簡単に施設支柱を設置し、支柱枠、網体とパッキン部材、または支持杭により施設支柱を強固に固定・結合することができて施設支柱を固定する作業の迅速性及び簡便性、効率性を図ることができ、コンクリート廃棄物の発生がなくて環境に優しく、しかも、経済性にも富む施設支柱固定装置に関する。   The present invention relates to a facility strut fixing device, and more specifically, the facility strut fixing tool digs the ground by rotation without complicated work such as foundation excavation work and concrete placement to fix the facility strut. The facility column is easily installed by fitting the facility column to the column fitting part of the facility column fixture, and the facility column is firmly fixed and bonded by the column frame, net and packing member, or support pile. It is possible to improve the speed, simplicity and efficiency of the work to fix the facility struts, and there is no generation of concrete waste, which is environmentally friendly, and is also economical. .

一般的に、造景施設(子供遊び施設、運動器具、デッキ)、建築施設、道路施設(街灯、信号灯、電柱)、広告施設などを設置するときに照明や識別力を確保するために所定の高さの維持が必須的に求められるため支柱上に設置され、支柱は基礎部と結合されて地面に立設された状態の保持がなされるようにしている。より具体的には、まず、基礎コンクリート打設のために基礎堀り作業をし、この作業を通して形成された穴状の基礎にコンクリートを打設した後、養生して基礎部を形成するが、この基礎部の上面に支柱の下端フランジをボルト結合することにより一連の施設設置作業を完成することになる。   In general, in order to ensure lighting and discriminating power when installing landscape facilities (children's play facilities, exercise equipment, decks), building facilities, road facilities (streetlights, signal lights, utility poles), advertising facilities, etc. Since it is essential to maintain the height, it is installed on a support column, and the support column is connected to the base portion so as to be kept standing on the ground. More specifically, first, foundation excavation work for foundation concrete placement, after placing concrete on the hole-shaped foundation formed through this work, curing to form the foundation part, A series of facility installation work is completed by bolting the lower end flange of the column to the upper surface of the foundation.

かような従来のコンクリート打設による施設の固定は、掘削機を用いた基礎堀りとコンクリート打設及び養生、養生後に基礎コンクリートにアンカーボルトを打ち込んで固定するなどの作業の煩雑さ及び不便さを来たすだけではなく、多くの作業工数と時間を要することにより作業の非効率性を招いてしまい、しかも、費用負担による経済性の低下を招くという不都合があった。また、湿地及び水空間などに打設する場合には水抜き作業などの工程が付加されて設置時間が長びき、生態系に被害を与える恐れがあるだけではなく、打設されたコンクリートを除去する場合にはコンクリート廃棄物の処理による環境汚染などの問題点があった。   Fixing facilities by such conventional concrete placement is complicated and inconvenient, such as foundation digging using concrete excavator, concrete placement and curing, and anchor bolts are driven into the concrete after curing. In addition to the above, there is a disadvantage that a lot of work man-hours and time are required, resulting in work inefficiency, and cost reduction due to cost burden. Also, when placing in wetlands and water spaces, etc., a process such as draining work is added, which increases the installation time and may cause damage to the ecosystem, as well as removing the placed concrete. When doing so, there were problems such as environmental pollution due to the treatment of concrete waste.

米国特許第7264210号明細書U.S. Pat. No. 7,264,210 米国特許出願公開第2004/0163336号明細書US Patent Application Publication No. 2004/0163336

本発明は上述した如き従来のコンクリート打設により施設の支柱を固定する構成の諸問題点を解決するためになされたものであり、その目的は、施設支柱を固定するために基礎堀り作業、コンクリート打設などの複雑な作業なしに施設支柱固定具が回転によって地盤を掘り込んで地中に挿入され、施設支柱を施設支柱固定具の支柱嵌合部に嵌着して簡単に施設支柱を設置し、支柱枠、網体とパッキン部材、または支持杭により施設支柱を強固に固定・結合することができて施設支柱を固定する作業の迅速性及び簡便性、効率性を図ることができ、コンクリート廃棄物の発生がなくて環境に優しく、しかも、経済性にも富む施設支柱固定装置を提供するところにある。   The present invention has been made in order to solve the problems of the configuration of fixing the support column of the facility by the conventional concrete placement as described above, the purpose of which is to excavate the foundation for fixing the support column, Without complicated work such as concrete placement, the facility support fixture is dug into the ground by rotation and inserted into the ground, and the facility support fixture is easily fitted to the support fitting fitting of the facility support fixture. It can be installed, and the support column can be firmly fixed and coupled by the support frame, the net and packing member, or the support pile, so that the operation of fixing the support column can be performed quickly, easily, and efficiently. The object of the present invention is to provide a facility support fixing device that is free from the generation of concrete waste, is environmentally friendly, and is also economical.

上記の目的を達成するために、本発明による施設支柱固定装置は、施設支柱を固定する施設支柱固定装置において、前記施設支柱固定装置は、上部には内側に前記施設支柱が嵌着される空間部を有する支柱嵌合部が形成され、下部には外周縁にネジ山が形成される上広下狭のくさび部が形成されて地中に挿設される施設支柱固定具と、前記支柱嵌合部の前記空間部には前記施設支柱が嵌着されるように前記支柱嵌合部の内周縁に前記施設支柱の断面の形状に対応する形状に形成される支柱枠と、を備えることを特徴とする。   In order to achieve the above object, a facility support fixing device according to the present invention is a facility support fixing device for fixing a facility support, and the facility support fixing device has a space in which the facility support is fitted on the inside. A strut fitting portion is formed, and a lower portion is formed with a wedge portion formed with a thread on the outer peripheral edge, and a facility strut fixing tool inserted into the ground, and the strut fitting A column frame formed in a shape corresponding to a cross-sectional shape of the facility column at the inner peripheral edge of the column column so that the facility column is fitted in the space portion of the joint portion; Features.

一方、本発明による施設支柱固定装置は、施設支柱を固定する施設支柱固定装置において、前記施設支柱固定装置は、上部には内側に前記施設支柱が嵌着される空間部を有する支柱嵌合部が形成され、下部には外周縁にネジ山が形成される上広下狭のくさび部が形成されて地中に挿設される施設支柱固定具と、前記支柱嵌合部の前記空間部には前記施設支柱が嵌着されるように前記支柱嵌合部の内周縁と前記施設支柱との間に嵌入する網体と、前記支柱嵌合部の内周縁と前記施設支柱との間に充填されるパッキン部材と、を備えることを特徴とする。   On the other hand, the facility strut fixing device according to the present invention is a facility strut fixing device for fixing a facility strut, and the facility strut fixing device has a space fitting portion having a space portion on the inside on which the facility strut is fitted. And a facility pillar fixing tool that is formed in the lower part with a wedge part formed on the outer peripheral edge with a thread formed on the outer periphery and inserted into the ground, and the space part of the pillar fitting part. Is filled between the inner periphery of the strut fitting portion and the facility strut so that the facility strut is fitted, and between the inner periphery of the strut fitting portion and the facility strut And a packing member.

一方、本発明による施設支柱固定装置は、施設支柱を固定する施設支柱固定装置において、前記施設支柱固定装置は、上部には内側に前記施設支柱が嵌着される空間部を有する支柱嵌合部が形成され、下部には外周縁にネジ山が形成される上広下狭のくさび部が形成されて地中に挿設される施設支柱固定具と、中央部に挿通孔部が形成され、縁部に傾斜面が形成され、前記傾斜面に多数の支持杭通孔が穿設される固定板と、上部面にボルトヘッドが形成され、下部外周縁にネジ山が形成され、前記固定板の前記傾斜面に形成された前記多数の支持杭通孔に挿入されて地中に固定される支持杭と、を備えることを特徴とする。   On the other hand, the facility strut fixing device according to the present invention is a facility strut fixing device for fixing a facility strut, and the facility strut fixing device has a space fitting portion having a space portion on the inside on which the facility strut is fitted. The lower part is formed with an upper and lower wedge part in which a screw thread is formed on the outer peripheral edge, and a facility pillar fixing tool that is inserted into the ground, and an insertion hole part is formed in the center part, An inclined surface is formed at the edge, a fixed plate in which a large number of support pile through holes are formed in the inclined surface, a bolt head is formed on the upper surface, and a screw thread is formed on the lower outer peripheral edge. A support pile that is inserted into the plurality of support pile through-holes formed on the inclined surface and fixed in the ground.

また、本発明による施設支柱固定装置において、前記支持杭は、前記支持杭が交差する交差点の上側の長さよりも下側の長さの方を長くすることを特徴とする。   Moreover, the facility support | pillar fixing apparatus by this invention WHEREIN: The said support pile makes longer the length of the lower side rather than the length of the upper side of the intersection which the said support pile cross | intersects.

本発明に係る施設支柱固定装置によれば、施設支柱を固定するために基礎堀り作業、コンクリート打設などの複雑な作業なしに施設支柱固定具が回転によって地盤を掘り込んで地中に挿入され、施設支柱を施設支柱固定具の支柱嵌合部に嵌着して簡単に施設支柱を設置し、支柱枠、網体とパッキン部材、または支持杭により施設支柱を強固に固定・結合することができて施設支柱を固定する作業の迅速性及び簡便性、効率性を図ることができ、コンクリート廃棄物の発生がなくて環境に優しく、しかも、経済性にも富んでおり、従来のコンクリート打設により施設支柱を固定する構成よりも極めて軽量的であるため運搬し難い地域や装備の進入が困難とされる与件下でも施工が可能である。   According to the facility strut fixing device according to the present invention, the facility strut fixing tool digs the ground by rotation and inserts it into the ground without complicated work such as foundation excavation work and concrete placement to fix the facility strut. The facility strut can be easily installed by fitting the facility strut to the strut fitting part of the facility strut fixture, and the facility strut can be firmly fixed and coupled by the strut frame, net and packing member, or support pile. It is possible to improve the speed, simplicity, and efficiency of the work to fix the facility struts. There is no generation of concrete waste, it is environmentally friendly, and it is economical. Construction is possible even in areas that are difficult to transport and under conditions where it is difficult to enter equipment because it is much lighter than the configuration in which the facility support is fixed by installation.

本発明による施設支柱固定装置の施設支柱固定具の斜視図。The perspective view of the facility support | pillar fixing tool of the facility support | pillar fixing apparatus by this invention. (a)、(b)及び(c)は本発明による施設支柱固定装置の横断面図。(A), (b) and (c) are cross-sectional views of a facility support fixing device according to the present invention. 本発明による施設支柱固定装置の部分縦断面図。The fragmentary longitudinal cross-sectional view of the facility support | pillar fixing apparatus by this invention. 本発明による施設支柱固定装置の他の実施形態の部分縦断面図。The fragmentary longitudinal cross-sectional view of other embodiment of the plant | facility support | pillar fixing apparatus by this invention. 本発明による施設支柱固定装置の他の実施形態の使用状態図。The use condition figure of other embodiment of the facilities support | pillar fixing device by this invention. 本発明による施設支柱固定装置の他の実施形態の使用状態図。The use condition figure of other embodiment of the facilities support | pillar fixing device by this invention.

以下、添付図面に基づき、本発明による施設支柱固定装置を詳述する。
図1は、本発明による施設支柱固定装置の施設支柱固定具の斜視図であり、図2の(a)〜(c)は、本発明による施設支柱固定装置の横断面図であり、図3は、本発明による施設支柱固定装置の部分縦断面図であり、図4は、本発明による施設支柱固定装置の他の実施形態の部分縦断面図であり、そして図5A及び図5Bは、本発明による施設支柱固定装置の他の実施形態の使用状態図である。
Hereinafter, a facility support fixing device according to the present invention will be described in detail with reference to the accompanying drawings.
1 is a perspective view of a facility support fixture of the facility support fixing device according to the present invention, and FIGS. 2A to 2C are cross-sectional views of the facility support fixing device according to the present invention. FIG. 4 is a partial longitudinal sectional view of a facility strut fixing device according to the present invention, FIG. 4 is a partial longitudinal sectional view of another embodiment of a facility strut fixing device according to the present invention, and FIGS. 5A and 5B are books. It is a use condition figure of other embodiment of the installation support | pillar fixing device by invention.

本発明による施設支柱固定装置は、図1から図3に示すように、施設支柱を固定する施設支柱固定装置において、前記施設支柱固定装置は、上部には内側に前記施設支柱10が嵌着される空間部201を有する支柱嵌合部20が形成され、下部には外周縁にネジ山301が形成される上広下狭のくさび部30が形成されて地中に挿設される施設支柱固定具100と、前記支柱嵌合部20の前記空間部201には前記施設支柱10が嵌着されるように前記支柱嵌合部30の内周縁に前記施設支柱10の断面の形状に対応する形状に形成される支柱枠40と、から構成されることを特徴とする。   As shown in FIGS. 1 to 3, the facility strut fixing device according to the present invention is a facility strut fixing device that fixes a facility strut, and the facility strut fixing device has the facility strut 10 fitted on the inside thereof. A column fitting part 20 having a space portion 201 is formed, and a lower and upper wedge portion 30 having a thread 301 formed on the outer peripheral edge is formed at the lower portion, and a facility column fixing to be inserted into the ground The shape corresponding to the cross-sectional shape of the facility support column 10 on the inner periphery of the support column fitting portion 30 so that the facility support column 10 is fitted in the space portion 201 of the tool 100 and the support column fitting portion 20 The support frame 40 is formed by the following structure.

これによれば、前記施設支柱固定具100は、前記空間部201を有する中空円錐状の鋼管体から形成され、外周縁に下端の頂点から所定の高さまで前記ネジ山301が形成され、掘削機などの機械を用いて前記施設支柱固定具100を加圧及び回転して施工するものであり、別途の基礎堀り、コンクリート打設作業なしに前記ネジ山301により回転しながら直接的に地面を掘り込んで地中に埋設できるように形成されて地盤との摩擦力が増大されて支持力が極大化可能であり、前記支柱嵌合部20の内部は空いていて前記空間部201が形成されて前記施設支柱10が嵌着されて前記施設支柱10を固定することになる。   According to this, the facility support fixture 100 is formed of a hollow conical steel pipe body having the space 201, and the thread 301 is formed on the outer peripheral edge from the apex of the lower end to a predetermined height. The facility support fixture 100 is pressed and rotated using a machine such as a machine, and the ground is directly ground while rotating by the screw threads 301 without additional foundation digging and concrete placing work. It is formed so that it can be dug and buried in the ground, the frictional force with the ground is increased, and the support force can be maximized, the inside of the column fitting part 20 is vacant, and the space part 201 is formed. Thus, the facility support column 10 is fitted and the facility support column 10 is fixed.

また、このように前記施設支柱固定具100を直接的に回転させながら地中に埋設することができ、先ず、前記施設支柱固定具100の直径よりもやや小さな直径を有する穿孔ビットを用いて穿孔をした後に、前記施設支柱固定具100を地中に埋設すると、より少ない力で施工が可能である。   In addition, the facility support fixture 100 can be buried in the ground while being directly rotated. First, a drill bit having a diameter slightly smaller than the diameter of the facility support fixture 100 is drilled. If the facility support fixture 100 is buried in the ground after the operation is completed, construction can be performed with less force.

さらに、前記施設支柱固定具100は、前記支柱嵌合部20と前記くさび部30が一体に形成されるようにする他に、雌雄ネジの結合によって相互結合されるように形成することにより前記施設支柱固定具100を地中から引き抜いてリサイクルしようとするとき前記くさび部30の前記ネジ山301が使用により磨耗されて使用できなくなった場合には前記くさび部30だけを取り替えて再利用することが可能になる。   Further, the facility support fixture 100 is formed so that the support fitting portion 20 and the wedge portion 30 are integrally formed, and the facility support fixture 100 is connected to each other by coupling of male and female screws. When the screw fixing part 100 is pulled out from the ground and is going to be recycled, when the thread 301 of the wedge part 30 is worn away and cannot be used, only the wedge part 30 can be replaced and reused. It becomes possible.

さらに、前記施設支柱固定具100は、地中に安定的で且つ強固に固定できるように十分な長さを有するようにし、前記ネジ山301は、地面の状態を考慮して十分な強度と厚さを有するように形成することが好ましい。   Furthermore, the facility support fixture 100 has a sufficient length so that it can be stably and firmly fixed in the ground, and the thread 301 has a sufficient strength and thickness in consideration of the ground condition. It is preferable to form so as to have a thickness.

さらに、前記支柱嵌合部20の上端部は外側に折り曲げられてフランジ部203が形成されるようにして前記施設支柱固定具100を地中に埋設時に前記フランジ部203により地面に引っかかるようにして前記施設支柱固定具100の全体が施設の荷重により地中に埋もれないようにすることが好ましい。   Further, the upper end portion of the support column fitting portion 20 is bent outward to form the flange portion 203 so that the flange support portion 100 is caught by the flange portion 203 when the facility support fixture 100 is embedded in the ground. It is preferable that the facility support fixture 100 is not buried in the ground due to the load of the facility.

さらに、コンクリート打設によって施設の支柱を固定する構成においては、施設を撤去する場合には打設されたコンクリートは建築廃棄物として処理しなければならないが、本発明による前記施設支柱固定具100は、施設を撤去する場合に埋設された前記施設支柱固定具100をさらに引き抜いてリサイクルできるようになり、環境に優しく、且つ、経済性にも富んでいる。   Furthermore, in the structure which fixes the support | pillar of a plant | facility by concrete placement, when removing a plant | facility, the placed concrete must be processed as construction waste, but the said facility support | pillar fixing tool 100 by this invention is When the facility is to be removed, the facility support fixture 100 embedded therein can be further pulled out and recycled, which is environmentally friendly and economical.

さらに、本発明による施設支柱固定装置の前記施設支柱固定具100は、図2及び図3に示すように、前記支柱嵌合部20の前記空間部201には前記施設支柱10が嵌着されるように前記支柱嵌合部30の内周縁に前記施設支柱10の断面に対応する形状に形成される支柱枠40から構成されることを特徴とする。   Further, in the facility support fixture 100 of the facility support fixture according to the present invention, as shown in FIGS. 2 and 3, the facility support 10 is fitted into the space 201 of the support fitting portion 20. As described above, the support frame 40 is formed of a support frame 40 formed in a shape corresponding to the cross section of the facility support column 10 on the inner peripheral edge of the support column fitting portion 30.

これによれば、前記支柱枠40は、様々な形状の前記施設支柱10をより強固に固定することが可能になる。すなわち、前記施設支柱10、特に、造景施設の支柱は造景のために円筒状、四角形、菱形など種々の多角形の形状を有するが、この場合や、前記施設支柱10の幅または直径が前記支柱嵌合部20よりも小さな場合に、前記支柱嵌合部20の前記空間部に前記施設支柱10の断面の形状に対応する形状に前記支柱枠40を前記支柱嵌合部20と一体に形成するか、あるいは、前記支柱枠40を前記空間部201に嵌合して前記支柱枠40の内側に前記支柱10が前記支柱枠40に一致するように嵌着されることにより、前記施設支柱10をより強固に固定することが可能になる。   According to this, the column frame 40 can more firmly fix the facility column 10 having various shapes. That is, the facility support column 10, particularly the landscape facility support column, has various polygonal shapes such as a cylindrical shape, a square shape, and a diamond shape for landscape purposes. When the support column fitting portion 20 is smaller than the support column fitting portion 20, the support frame 40 is integrated with the support column fitting portion 20 in a shape corresponding to the cross-sectional shape of the facility support column 10 in the space portion of the support column fitting portion 20. The facility strut is formed by fitting the strut frame 40 into the space 201 and fitting the strut 10 inside the strut frame 40 so as to match the strut frame 40. 10 can be more firmly fixed.

また、前記施設支柱固定具100は、図1及び図3に示すように、前記支柱嵌合部20の上側外周縁に通孔202が貫設されて前記通孔202に合うパイプなどを貫入してこれを回転することにより、別途の施工機械なしに簡単に前記施設支柱固定具100を地中に埋設することが可能になる。   Further, as shown in FIGS. 1 and 3, the facility support fixture 100 has a through-hole 202 penetrating through the upper outer periphery of the support fitting portion 20 to penetrate a pipe or the like that fits the through-hole 202. By rotating this, the facility support fixture 100 can be easily embedded in the ground without a separate construction machine.

一方、本発明による施設支柱固定装置は、図4に示すように、施設支柱を固定する施設支柱固定装置において、前記施設支柱固定装置は、上部には内側に前記施設支柱10が嵌着される空間部201を有する支柱嵌合部20が形成され、下部には外周縁にネジ山301が形成される上広下狭のくさび部30が形成されて地中に挿設される施設支柱固定具100と、前記支柱嵌合部20の前記空間部201には前記施設支柱10が嵌着されるように前記支柱嵌合部30の内周縁と前記施設支柱10との間に挟着される網体50と、前記支柱嵌合部30の内周縁と前記施設支柱10との間に充填されるパッキン部材60と、から構成されることを特徴とする。   On the other hand, as shown in FIG. 4, the facility support fixing device according to the present invention is a facility support fixing device that fixes the facility support. In the facility support fixing device, the facility support 10 is fitted on the inside. A support strut fixture having a space portion 201 formed therein, and a lower and upper wedge portion 30 having a thread 301 formed on the outer periphery at the lower portion thereof and being inserted into the ground. 100 and a net sandwiched between an inner peripheral edge of the column fitting part 30 and the facility column 10 so that the facility column 10 is fitted in the space 201 of the column fitting unit 20. It is comprised from the body 50 and the packing member 60 with which it fills between the inner periphery of the said support | pillar fitting part 30, and the said facility support | pillar 10.

これによれば、前記施設支柱固定具100は、前記空間部201を有する中空円錐状の鋼管体から形成され、外周縁に下端の頂点から所定の高さまで前記ネジ山301が形成され、掘削機などの機械を用いて前記施設支柱固定具100を加圧及び回転して施工するものであり、別途の基礎堀り、コンクリート打設作業なしに前記ネジ山301により回転しながら直接的に地面を掘り込んで地中に埋設できるように形成されて地盤との摩擦力が増大されて支持力が極大化可能であり、前記支柱嵌合部20の内部は空いていて前記空間部201が形成されて前記施設支柱10が嵌着され、前記施設支柱10の幅または直径が前記支柱嵌合部20よりも小さいか、あるいは、地面と垂直が合わない場合に前記支柱嵌合部20と前記嵌着された施設支柱10との間の空き空間に砂利、パッキンなどの前記パッキン部材60が充填されて前記施設の支柱10を支持することになるが、前記パッキン部材60は、前記支柱嵌合部20と前記嵌着された施設支柱10との間の空き空間に挟着された鉄網などの前記網体50の隙間に充填され、前記網体50が前記パッキン部材60同士を強固に結束することにより前記施設支柱10は前記支柱嵌合部20に強固に固定・結合される。   According to this, the facility support fixture 100 is formed of a hollow conical steel pipe body having the space 201, and the thread 301 is formed on the outer peripheral edge from the apex of the lower end to a predetermined height. The facility support fixture 100 is pressed and rotated using a machine such as a machine, and the ground is directly ground while rotating by the screw threads 301 without additional foundation digging and concrete placing work. It is formed so that it can be dug and buried in the ground, the frictional force with the ground is increased, and the support force can be maximized, the inside of the column fitting part 20 is vacant, and the space part 201 is formed. When the facility support column 10 is fitted, and the width or diameter of the facility support column 10 is smaller than the support column fitting unit 20 or the vertical to the ground does not fit, the support column fitting unit 20 and the fitting are fitted. Facility branch The space member 10 is filled with the packing member 60 such as gravel or packing to support the column 10 of the facility, and the packing member 60 is connected to the column fitting portion 20 and the fitting. The facility strut is filled with a gap between the mesh bodies 50 such as a steel net sandwiched in an empty space between the facility struts 10 and the mesh body 50 firmly binds the packing members 60 to each other. 10 is firmly fixed and coupled to the column fitting portion 20.

一方、本発明による施設支柱固定装置は、図5Aに示すように、施設支柱を固定する施設支柱固定装置において、前記施設支柱固定装置は、上部には内側に前記施設支柱10が嵌着される空間部201を有する支柱嵌合部20が形成され、下部には外周縁にネジ山301が形成される上広下狭のくさび部30が形成されて地中に挿設される施設支柱固定具100と、中央部に挿通孔部701が形成され、縁部に傾斜面703が形成され、前記傾斜面703に多数の支持杭通孔702が形成される固定板70と、上部面にボルトヘッド801が形成され、下部外周縁にネジ山802が形成され、前記固定板70の前記傾斜面703に形成された前記多数の支持杭通孔702に挿入されて地中に固定される支持杭80と、から構成されることを特徴とする。   On the other hand, as shown in FIG. 5A, the facility support fixing device according to the present invention is a facility support fixing device that fixes the facility support. In the facility support fixing device, the facility support 10 is fitted on the inside. A support strut fixture having a space portion 201 formed therein, and a lower and upper wedge portion 30 having a thread 301 formed on the outer periphery at the lower portion thereof and being inserted into the ground. 100, an insertion hole 701 is formed at the center, an inclined surface 703 is formed at the edge, a plurality of support pile passage holes 702 are formed on the inclined surface 703, and a bolt head on the upper surface. 801 is formed, a screw thread 802 is formed on the outer periphery of the lower portion, and the support pile 80 inserted into the plurality of support pile through holes 702 formed in the inclined surface 703 of the fixing plate 70 and fixed in the ground. And is composed of To.

これによれば、前記固定板70は、図5A及び図5Bに示すように、所定の厚さをもって前記施設固定具100を固定・支持することになるが、先ず、施設を施工しようとする場所に前記固定板70を置き、前記施設固定具100を前記固定板70の前記挿通孔部701に挿入して上端部が前記挿通孔部701に嵌合するまで加圧及び回転して地中に挿設した後、前記施設支柱10を前記施設固定具100の前記支柱嵌合部20に挿入することにより前記施設支柱10を固定・支持することになる。   According to this, as shown in FIGS. 5A and 5B, the fixing plate 70 fixes and supports the facility fixing tool 100 with a predetermined thickness. The fixed plate 70 is placed on the fixed plate 70, and the facility fixture 100 is inserted into the insertion hole 701 of the fixed plate 70, and is pressed and rotated until the upper end is fitted into the insertion hole 701. After the insertion, the facility column 10 is fixed and supported by inserting the facility column 10 into the column fitting portion 20 of the facility fixture 100.

すなわち、前記施設支柱固定具100は、前記空間部201を有する中空円錐状の鋼管体から形成され、外周縁に下端の頂点から所定の高さまで前記ネジ山301が形成され、掘削機などの機械を用いて前記施設支柱固定具100を加圧及び回転して施工するものであり、別途の基礎堀り、コンクリート打設作業なしに前記ネジ山301により回転しながら直接的に地面を掘り込んで地中に埋設できるように形成されて地盤との摩擦力が増大されて支持力が極大化可能であり、前記支柱嵌合部20の内部は空いていて前記空間部201が形成されて前記施設支柱10が嵌着され、前記固定板70は前記施設固定具100及び前記施設支柱10が揺れないように強固に固定・支持することになる。   That is, the facility support fixture 100 is formed of a hollow conical steel pipe having the space 201, and the thread 301 is formed on the outer peripheral edge from the top of the lower end to a predetermined height. The facility strut fixture 100 is pressed and rotated by using a screw, and the ground is directly dug while rotating by the screw thread 301 without additional foundation digging and concrete placing work. It is formed so that it can be buried in the ground, the frictional force with the ground is increased, and the support force can be maximized, the inside of the column fitting portion 20 is vacant, and the space portion 201 is formed to form the facility The column 10 is fitted, and the fixing plate 70 is firmly fixed and supported so that the facility fixture 100 and the facility column 10 do not shake.

また、前記支持杭80は、図5Aに示すように、前記固定板70の前記傾斜面703に形成された前記支持杭通孔702に前記傾斜面703の傾斜に見合う所定の角度で斜めに挿入して前記ボルトヘッド801が前記固定板70に引っ掛かるまで加圧及び回転によって地中に挿設されて前記固定板70を強固に固定するが、前記傾斜面703の傾斜に見合う所定の角度で斜めに挿着した方が、垂直に地中に挿設される場合より一層強固に固定される。   Further, as shown in FIG. 5A, the support pile 80 is inserted into the support pile through hole 702 formed in the inclined surface 703 of the fixed plate 70 obliquely at a predetermined angle corresponding to the inclination of the inclined surface 703. Then, until the bolt head 801 is hooked on the fixing plate 70, it is inserted into the ground by pressurization and rotation to firmly fix the fixing plate 70, but is inclined at a predetermined angle corresponding to the inclination of the inclined surface 703. It is more firmly fixed when inserted in the case than when it is vertically inserted into the ground.

また、本発明による施設支柱固定装置は、図5Bに示すように、前記支持杭80は前記支持杭80が交差する交差点の上側の長さよりも下側の長さを長くすることを特徴とする。   In addition, as shown in FIG. 5B, the facility support fixing device according to the present invention is characterized in that the support pile 80 has a lower length longer than an upper length of an intersection where the support pile 80 intersects. .

これによれば、前記支持杭80の長さを十分に長くして前記支持杭80が交差する交差点の上側の長さよりも下側の長さを長くする場合には、てこの原理により施設の荷重が分散される効果があり、前記固定板70をはじめとする前記施設固定具100が施設の荷重により地中に陥入されることを防止することができて、地盤が弱いとされる土砂地域や湿地または沼地などの種々の作業環境に適用可能である。   According to this, when the length of the support pile 80 is made sufficiently long so that the length below the intersection is higher than the length above the intersection where the support pile 80 intersects, Sediment that has an effect of dispersing the load, can prevent the facility fixture 100 including the stationary plate 70 from being invaded into the ground due to the load of the facility, and the ground is weak. It can be applied to various working environments such as regions, wetlands or swamps.

一方、本発明はそれに関する最良の構成状態を列挙しているが、本発明はこれに制限されるものではなく、特許請求の範疇を逸脱することなく実施可能であれば、上述した構成例の変更を考慮することができるということはいうまでもない。   On the other hand, the present invention enumerates the best configuration state related to it, but the present invention is not limited to this, and if it can be implemented without departing from the scope of the claims, the configuration example described above can be used. It goes without saying that changes can be taken into account.

10……施設支柱、
20……支柱嵌合部、
201……空間部、
202……通孔、
203……フランジ部、
30……くさび部、
301……ネジ山、
40……支柱枠、
50……網体、
60……パッキン部材、
70……固定板、
701……挿通孔部、
702……支持杭通孔、
703……傾斜面、
80……支持杭、
801……ボルトヘッド、
802……ネジ山、
100……施設支柱固定具。
10: Facility support,
20 …… Prop fitting part,
201 …… Space part,
202 …… Through hole,
203 …… Flange part,
30 ... Wedge,
301 …… Neji,
40 …… Post frame,
50 ....
60 …… Packing material,
70 …… Fixing plate,
701 ... insertion hole,
702: Support pile through hole,
703: Inclined surface,
80 …… Support pile,
801 …… Bolt head,
802 ... Screw thread,
100: Facility support fixture.

Claims (4)

施設支柱を固定する施設支柱固定装置において、
前記施設支柱固定装置は、上部には内側に前記施設支柱(10)が嵌着される空間部(201)を有する支柱嵌合部(20)が形成され、下部には外周縁にネジ山(301)が形成される上広下狭のくさび部(30)が形成されて地中に挿設される施設支柱固定具(100)と、
前記支柱嵌合部(20)の前記空間部(201)には前記施設支柱(10)が嵌着されるように前記支柱嵌合部(30)の内周縁に前記施設支柱(10)の断面の形状に対応する形状に形成される支柱枠(40)と、
を備えることを特徴とする施設支柱固定装置。
In the facility strut fixing device that fixes the facility strut,
In the facility strut fixing device, a strut fitting portion (20) having a space portion (201) in which the facility strut (10) is fitted is formed on the upper portion, and a thread ( 301) a facility pillar fixing tool (100) in which a wedge portion (30) having an upper and lower width is formed and inserted into the ground,
A cross section of the facility support column (10) on the inner periphery of the support column fitting portion (30) so that the facility support column (10) is fitted into the space portion (201) of the support column fitting portion (20). A support frame (40) formed in a shape corresponding to the shape of
A facility strut fixing device comprising:
施設支柱を固定する施設支柱固定装置において、
前記施設支柱固定装置は、上部には内側に前記施設支柱(10)が嵌着される空間部(201)を有する支柱嵌合部(20)が形成され、下部には外周縁にネジ山(301)が形成される上広下狭のくさび部(30)が形成されて地中に挿設される施設支柱固定具(100)と、
前記支柱嵌合部(20)の前記空間部(201)には前記施設支柱(10)が嵌着されるように前記支柱嵌合部(30)の内周縁と前記施設支柱(10)との間に挟着される網体(50)と、
前記支柱嵌合部(30)の内周縁と前記施設支柱(10)との間に充填されるパッキン部材(60)と、
を備えることを特徴とする施設支柱固定装置。
In the facility strut fixing device that fixes the facility strut,
In the facility strut fixing device, a strut fitting portion (20) having a space portion (201) in which the facility strut (10) is fitted is formed on the upper portion, and a thread ( 301) a facility pillar fixing tool (100) in which a wedge portion (30) having an upper and lower width is formed and inserted into the ground,
Between the inner periphery of the support column fitting part (30) and the facility support column (10) so that the facility support column (10) is fitted in the space part (201) of the support column fitting part (20). A mesh body (50) sandwiched therebetween,
A packing member (60) filled between the inner peripheral edge of the strut fitting portion (30) and the facility strut (10);
A facility strut fixing device comprising:
施設支柱を固定する施設支柱固定装置において、
前記施設支柱固定装置は、上部には内側に前記施設支柱(10)が嵌着される空間部(201)を有する支柱嵌合部(20)が形成され、下部には外周縁にネジ山(301)が形成される上広下狭のくさび部(30)が形成されて地中に挿設される施設支柱固定具(100)と、
中央部に挿通孔部(701)が形成され、縁部に傾斜面(703)が形成され、前記傾斜面(703)に多数の支持杭通孔(702)が穿設される固定板(70)と、
上部面にボルトヘッド(801)が形成され、下部外周縁にネジ山(802)が形成され、前記固定板(70)の前記傾斜面(703)に形成された前記多数の支持杭通孔(702)に挿入されて地中に固定される支持杭(80)と、
を備えることを特徴とする施設支柱固定装置。
In the facility strut fixing device that fixes the facility strut,
In the facility strut fixing device, a strut fitting portion (20) having a space portion (201) in which the facility strut (10) is fitted is formed on the upper portion, and a thread ( 301) a facility pillar fixing tool (100) in which a wedge portion (30) having an upper and lower width is formed and inserted into the ground,
An insertion hole (701) is formed at the center, an inclined surface (703) is formed at the edge, and a fixed plate (70) in which a large number of support pile passage holes (702) are formed in the inclined surface (703). )When,
A bolt head (801) is formed on the upper surface, a screw thread (802) is formed on the outer peripheral edge of the lower surface, and the plurality of support pile through holes (formed on the inclined surface (703) of the fixing plate (70) ( 702) a support pile (80) that is inserted into and fixed in the ground;
A facility strut fixing device comprising:
前記支持杭(80)は、前記支持杭(80)が交差する交差点の上側の長さよりも下側の長さの方を長くすることを特徴とする請求項1に記載の施設支柱固定装置。   The said support pile (80) makes the length of the lower side longer than the length of the upper side of the intersection which the said support pile (80) crosses, The facility support | pillar fixing apparatus of Claim 1 characterized by the above-mentioned.
JP2009242712A 2008-10-21 2009-10-21 Institution support fixing device Withdrawn JP2010101161A (en)

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KR102270977B1 (en) 2019-12-17 2021-06-30 주식회사 비케이에너지 screw pile assembly for damp ground
JP7473110B2 (en) 2020-06-19 2024-04-23 株式会社相良製作所 How to install a joist foundation
WO2022195723A1 (en) * 2021-03-16 2022-09-22 日本電信電話株式会社 Ready-to-assemble utility pole, pole construction method, and reconstruction method

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