KR100698022B1 - Sinking pannel structure for prevention of declination - Google Patents

Sinking pannel structure for prevention of declination Download PDF

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Publication number
KR100698022B1
KR100698022B1 KR1020060075478A KR20060075478A KR100698022B1 KR 100698022 B1 KR100698022 B1 KR 100698022B1 KR 1020060075478 A KR1020060075478 A KR 1020060075478A KR 20060075478 A KR20060075478 A KR 20060075478A KR 100698022 B1 KR100698022 B1 KR 100698022B1
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South Korea
Prior art keywords
sinking
rod
plate
panel
subsidence
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KR1020060075478A
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Korean (ko)
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정해용
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주식회사 대영엔지니어링
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    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D1/00Investigation of foundation soil in situ
    • E02D1/02Investigation of foundation soil in situ before construction work
    • E02D1/022Investigation of foundation soil in situ before construction work by investigating mechanical properties of the soil
    • GPHYSICS
    • G01MEASURING; TESTING
    • G01BMEASURING LENGTH, THICKNESS OR SIMILAR LINEAR DIMENSIONS; MEASURING ANGLES; MEASURING AREAS; MEASURING IRREGULARITIES OF SURFACES OR CONTOURS
    • G01B5/00Measuring arrangements characterised by the use of mechanical techniques
    • G01B5/30Measuring arrangements characterised by the use of mechanical techniques for measuring the deformation in a solid, e.g. mechanical strain gauge
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2600/00Miscellaneous
    • E02D2600/30Miscellaneous comprising anchoring details
    • EFIXED CONSTRUCTIONS
    • E02HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
    • E02DFOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
    • E02D2600/00Miscellaneous
    • E02D2600/40Miscellaneous comprising stabilising elements

Abstract

A structure of a sinking panel for preventing declination is provided to transport and install the sinking panel easily by fixing a lower part of a subsidence rod protection pipe to an upper part of the sinking panel with welding, and to measure settlement accurately by minimizing the gradient and lateral displacement of the sinking panel. A sinking panel structure includes a subsidence rod protection pipe(15) surrounding a subsidence rod(13), the subsidence rod sinking by a sinking panel(10), and the sinking panel subsiding according to the settlement of the ground. A reinforcing member(16) is formed in a lower outer periphery of the subsidence rod protection pipe, and the subsidence rod protection pipe is welded into an upper part of the sinking panel. A deformation restricting anchor(14) is fitted to a fixing hole at a corner of the sinking panel, and a fixing bar is combined with the lower part of the subsidence rod. The length of the subsidence rod or the subsidence rod protection pipe protruded on the surface is measured by inserting the deformation restricting anchor to the fixing hole of the sinking panel.

Description

기울어짐 방지용 침하판 구조{sinking pannel structure for prevention of declination}Sinking pannel structure for prevention of declination

도 1은 본 발명 실시 예인 기울어짐 방지용 침하판 구조의 체결모습을 보인 사시도, 1 is a perspective view showing the fastening of the sinking plate structure for preventing the inclination of the embodiment of the present invention,

도 2는 본 발명 실시 예인 기울어짐 방지용 침하판 구조의 사용상태를 보인 사시도,Figure 2 is a perspective view showing a state of use of the tilting plate structure for preventing tilt in accordance with an embodiment of the present invention,

도 3은 종래 침하판의 체결모습을 보인 사시도,Figure 3 is a perspective view showing the fastening of the conventional sinking plate,

도 4는 종래 침하판의 사용상태를 보인 사시도.Figure 4 is a perspective view showing a state of use of the conventional needle plate.

*도면의 주요 부분에 대한 부호의 설명** Description of the symbols for the main parts of the drawings *

10,20 : 침하판 11 : 고정공10,20: sinking plate 11: fixed hole

12 : 고정대 13,21 : 침하봉12: holder 13,21: sinking rod

14 : 변형방지앵커 15,22 : 침하봉 보호관14: strain relief anchor 15,22: sink rod protection tube

16 : 보강재 23 : 지지대16: reinforcement 23: support

본 발명은 기울어짐 방지용 침하판 구조에 관한 것으로서, 보다 상세하게는 보강재를 이용하여 침하봉 보호관 하단을 침하판 상면에 용접고정시킴으로써 제작 및 운반설치가 손쉽고, 사석시공과 준설매립에 따른 침하판의 횡방향 이탈 및 침하판 기울기를 최소화하여 침하량의 계측관리를 보다 용이하게 수행할 수 있는 기울어짐 방지용 침하판 구조에 관한 것이다.The present invention relates to a sinking plate structure for preventing an inclination, and more particularly, by welding and fixing the lower part of the sinking rod protective tube to the upper surface of the sinking plate by using a reinforcing material, it is easy to manufacture and transport and install the sinking plate according to sandstone construction and dredging. The present invention relates to an anti-tilt needle plate structure which can more easily perform measurement management of the amount of settlement by minimizing lateral deviation and needle plate tilt.

토목현장에서는 성토작업으로 발생되는 연약지반을 다음 단계의 강성지반으로 바꾸기 위해서 연약지반의 상태를 계측하여야 한다. 즉, 토목계측의 목적은 연약지반 침하 안정관리를 위한 계측기설치 및 계측관리를 함으로써, 성토 시공시 원지반 점성토층의 거동 특성, 압밀침하에 의한 강도증가 등을 비교 검토함으로써, 현재상태의 안정성을 파악하고 연약지반의 향후 거동과 안정성을 예측하여 다음 단계의 본 공사구간에 반영할 수 있는 정보를 신속하게 제공하며 안전하고 경제적인 공사수행이 가능하도록 하는 데 있다.In the civil works, the condition of the soft ground is to be measured in order to convert the soft ground generated by the fill work into the rigid ground of the next stage. In other words, the purpose of civil measurement is to measure the stability of the current state by comparing and analyzing the behavior characteristics of the clay viscous soil layer and the strength increase due to consolidation sedimentation. In addition, it predicts future behavior and stability of the soft ground, provides information that can be reflected in the next construction section, and enables safe and economical construction.

이런 용도로 사용되는 종래의 침하판은 도 3 및 도 4에서 보는 바와 같이, 원통형상의 침하봉 보호관(22)과, 침하봉 보호관(22)의 하부 외관에 삼방향으로 하향형성된 지지대(23)와, 침하봉 보호관(22)을 관통하는 침하봉(21)과, 침하봉(21) 하단에 수직고정된 침하판(20)으로 구성되어, 도 4와 같이, 해상 공사후 설치시 침하판(20)의 횡방향 이탈과, 수심에 따른 침하봉 보호관(22) 및 침하봉(21)의 길어짐에 따라 침하판(20) 기울기가 많아짐으로 인해 침하계측이 곤란한 문제점이 있었다.The conventional sinking plate used for this purpose is, as shown in Figures 3 and 4, the support 23 and the downwardly formed in three directions in the lower appearance of the cylindrical lowering rod protective tube 22, the lowering rod protective tube 22 and , The sinking rod 21 penetrating through the sinking rod protection tube 22, and the sinking plate 20 vertically fixed to the bottom of the sinking rod 21, as shown in Fig. There was a problem that the settlement measurement is difficult due to the increase in the inclination of the dip plate 20 with the transverse deviation of the) and the length of the dip rod protection tube 22 and dip rod 21 according to the depth.

본 발명은 상기와 같은 문제점을 해결하기 위한 것으로서, 보강재를 이용하 여 침하봉 보호관 하단을 침하판 상면에 용접고정시킴으로써 제작 및 운반설치가 손쉽고, 사석시공과 준설매립에 따른 침하판의 횡방향 이탈 및 침하판 기울기를 최소화하여 침하량의 계측관리를 보다 용이하게 수행할 수 있는 기울어짐 방지용 침하판 구조를 제공함에 그 목적이 있다.The present invention is to solve the problems as described above, by using a reinforcing material to secure the bottom of the sinking rod protective tube to the upper surface of the sinking plate is easy to manufacture and transport installation, and the transverse separation of the sinking plate due to the construction and dredging The purpose of the present invention is to provide a tilting prevention plate structure which can minimize the settlement plate tilt to more easily perform the measurement management of the settlement amount.

이와 같은 목적을 달성하기 위하여, 본 발명은 긴 원통형상으로 하단 외주연에 사방으로 보강재가 형성된 침하봉 보호관과;In order to achieve the above object, the present invention is a sinking rod protective tube formed in the reinforcement in all directions on the outer peripheral edge of the long cylindrical shape;

상기 침하봉 보호관의 내측에 위치되어 상단부가 외측으로 돌출되는 봉체인 침하봉과;A sink rod which is located inside the sink rod protection tube and is a rod body having an upper end projecting outward;

사각형상의 판체로 모서리부에는 변형방지앵커가 각각 걸림고정되는 고정공이 형성되고 중심에는 상기 침하봉의 하단이 고정결합되는 고정대가 형성되며 상면에 침하봉 보호관의 하단이 위치되어 보강재가 상면에 용접고정되는 침하판을 구비하는 특징이 있다.A rectangular plate is formed in the corner portion of the fixing hole is fixed to each of the anti-deformation anchors are formed in the center is formed in the center of the fixing rod is fixed to the lower end of the sink rod, the bottom of the sink rod protection tube is located on the upper surface of the reinforcement is welded fixed to the upper surface It is characterized by having a needle plate.

이하, 본 발명을 첨부된 도면에 의해 보다 상세하게 설명하면 다음과 같다.Hereinafter, the present invention will be described in more detail with reference to the accompanying drawings.

도 1은 본 발명 실시 예인 기울어짐 방지용 침하판 구조의 체결모습을 보인 사시도이고, 도 2는 본 발명 실시 예인 기울어짐 방지용 침하판 구조의 사용상태를 보인 사시도이다.1 is a perspective view showing the fastening pattern of the anti-tilt sinking plate structure according to an embodiment of the present invention, Figure 2 is a perspective view showing a state of use of the anti-tilt sinking plate structure according to an embodiment of the present invention.

참고로 본 고안을 설명함에 있어 관련된 공지 기능 또는 구성에 대한 구체적인 설명이 본 고안의 요지를 불필요하게 흐릴 수 있다고 판단될 경우에는 그 상세한 설명을 생략하였다.For reference, in describing the present invention, when it is determined that a detailed description of related known functions or configurations may unnecessarily obscure the subject matter of the present invention, the detailed description thereof is omitted.

또한, 후술되는 용어들은 본 고안에서의 기능을 고려하여 정의된 용어들로서 이는 사용자, 운영자의 의도 또는 관례 등에 따라 달라질 수 있다.In addition, terms to be described later are terms defined in consideration of functions in the present invention, which may vary according to the intention or custom of a user or an operator.

그러므로, 그 정의는 본 명세서 전반에 걸친 내용을 토대로 내려져야 할 것임은 물론이다.Therefore, the definition should be made based on the contents throughout the specification.

본 발명의 기울어짐 방지용 침하판 구조는, 침하봉(13)을 감싸는 침하봉 보호관(15)과, 침하판(10)에 따라 침강하는 침하봉(13)과, 지면의 침하량에 따라 침하되는 침하판(10)으로 구성된다. The sinking plate structure for preventing tilting according to the present invention includes a sinking rod protecting tube 15 surrounding the sinking rod 13, a sinking rod 13 settled according to the sinking plate 10, and a sinking settled according to the amount of settlement of the ground. It consists of a plate 10.

상기 침하봉 보호관(15)은 긴 원통형상으로 하단 외주연에는 사방으로 보강재(16)가 형성되어 침하판(10)의 상면에 용접고정된다. The sink bar protection tube 15 has a long cylindrical shape and a reinforcing material 16 is formed in all directions on the lower outer periphery of the sink rod is fixed to the upper surface of the sink plate (10).

상기 침하봉(13)은 봉체로, 상기 침하봉 보호관(15)의 내측에 위치되어 상단부가 외측으로 돌출됨에 따라 지면에서 침하되는 침하량의 측정기준이 된다. The sinking rod 13 is a rod, which is located inside the sinking rod protecting tube 15 and serves as a reference for measuring the amount of settlement that is settled on the ground as the upper end protrudes outward.

상기 침하판(10)은 사각형상의 판체로, 모서리부에는 변형방지앵커(14)가 각각 걸림고정되는 고정공(11)이 형성되고, 중심에는 상기 침하봉(13)의 하단이 고정결합되는 고정대(12)가 형성되며, 상면에는 침하봉 보호관(15)의 하단이 위치되어 보강재(16)로 인해 상면에 침하봉 보호관(15)이 용접고정된다. The sinking plate 10 is a rectangular plate, the corner portion is formed with a fixing hole 11 is fixed to each of the anti-deformation anchors 14, the center is fixed to the lower end of the sink rod 13 is fixed 12 is formed, the lower end of the sink bar protection tube 15 is located on the upper surface is fixed to the sink bar protection tube 15 on the upper surface due to the reinforcing material (16).

이와 같은 본 발명은 도 1 및 도 2와 같이, 침하판(10) 상면 중심부의 고정대(12)에 침하봉(13) 하단을 고정결합시킨 다음, 보강재(16)를 갖는 침하봉 보호관(15)을 침하판(10) 상면 중심에 침하봉(13)이 침하봉 보호관(15)의 중심측에 위치되도록 안착시킨 다음, 침하봉 보호관(15) 하단의 보강재(16)를 침하판(10) 상면에 용접고정시키면 된다.As described above, the present invention, as shown in Figs. 1 and 2, fixedly coupled to the lower end of the sinking rod (13) to the fixed base 12 of the upper surface of the sinking plate (10), the sinking rod protective tube (15) having a reinforcing material (16) Then, the sinking rod 13 is seated at the center of the upper surface of the sinking plate 10 so that the sinking rod 13 is positioned at the center side of the sinking rod protecting tube 15, and then the reinforcing material 16 at the bottom of the sinking rod protecting tube 15 is upper surface of the sinking plate 10. It is good to fix the welding.

이렇게 완성된 본 발명은 침하봉(13)이나 침하봉 보호관(15)의 외주연을 길이에 따라 컬러를 다르게 도포한 상태에서 변형방지앵커(14)를 침하판(10)의 고정공(11)에 삽입시켜 지면에 고정시키면, 지면의 침하량에 따라서 지표면 위에 돌출된 침하봉(13)과 침하봉 보호관(15)의 길이를 계측함으로써 그 침하정도를 파악할 수 있게 된다. The present invention thus completed is a fixing hole 11 of the sinking plate 10 of the deformation preventing anchor 14 in a state in which the outer circumference of the sinking rod 13 or the sinking rod protective tube 15 is applied with different colors according to the length. When it is inserted into and fixed to the ground, the settlement degree can be grasped by measuring the lengths of the settlement rod 13 and the settlement rod protection tube 15 protruding on the ground surface according to the settlement amount of the ground.

이에 따른 본 발명은 침하판(10)과 침하봉 보호관(15)이 고정되어 제작 및 운송과 설치가 손쉽게 이루어지고, 사석시공이나 준설매립에 따른 침하판(10)의 횡방향 이탈 및 침하판(10)의 기룽기를 최소화하여 계측을 보다 용이하게 한다.In accordance with the present invention, the sinking plate 10 and the sinking rod protection tube 15 are fixed and manufactured, transported, and easily installed, and the transverse direction of the sinking plate 10 and the sinking plate according to the sandstone construction or dredging landfill ( The measurement is made easier by minimizing the melancholy of 10).

이와 같이, 본 발명은 보강재를 이용하여 침하봉 보호관 하단을 침하판 상면에 용접고정시킴으로써 제작 및 운반설치가 손쉽고, 사석시공과 준설매립에 따른 침하판의 횡방향 이탈 및 침하판 기울기를 최소화하여 침하량의 계측관리를 보다 용이하게 수행할 수 있는 효과가 있다.As described above, the present invention is easy to manufacture and transport by welding the bottom of the sink bar protection tube to the upper surface of the sink plate by using a reinforcing material, and the amount of settlement by minimizing the transverse direction of the sink plate and the slope of the sink plate according to the sandstone construction and dredging There is an effect that can easily perform the measurement management of.

본 발명은 상술한 특정의 바람직한 실시 예에 한정되지 아니하며, 청구범위에서 청구하는 본 발명의 요지를 벗어남이 없이 당해 발명이 속하는 기술분야에서 통상의 지식을 가진 자라면 누구든지 다양한 변형 실시가 가능한 것은 물론이고, 그와 같은 변경은 청구범위 기재의 범위 내에 있게 된다.The present invention is not limited to the above-described specific preferred embodiments, and various modifications can be made by those skilled in the art without departing from the gist of the present invention as claimed in the claims. Of course, such changes will fall within the scope of the claims.

Claims (1)

긴 원통형상의 침하봉 보호관과, 상기 침하봉 보호관의 내측에 위치되어 상단부가 외측으로 돌출되는 봉체인 침하봉을 구비하는 기울어짐 방지용 침하판 구조에 있어서; In the anti-tilting needle plate structure having a long cylindrical needle rod protection tube and a needle rod that is located inside the needle rod protection tube and the upper end protrudes outward; 상기 침하봉 보호관은 하단 외주연에 사방으로 보강재가 형성되고; The sink rod protection tube is formed with reinforcement in all directions on the outer peripheral edge of the bottom; 사각형상의 판체로 모서리부에는 변형방지앵커가 각각 걸림고정되는 고정공이 형성되고 중심에는 상기 침하봉의 하단이 고정결합되는 고정대가 형성되며 상면에 침하봉 보호관의 하단이 위치되어 보강재가 상면에 용접고정되는 침하판을 구비하는 기울어짐 방지용 침하판 구조.A rectangular plate is formed in the corner portion of the fixing hole is fixed to each of the anti-deformation anchors are formed in the center is formed in the center of the fixing rod is fixed to the lower end of the sink rod, the bottom of the sink rod protection tube is located on the upper surface of the reinforcement is welded fixed to the upper surface A tilting prevention plate structure having a settlement plate.
KR1020060075478A 2006-08-10 2006-08-10 Sinking pannel structure for prevention of declination KR100698022B1 (en)

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Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110016905A (en) * 2019-04-09 2019-07-16 中冶集团武汉勘察研究院有限公司 Large area deep weak subgrade stage filling construction stability control method
CN111648340A (en) * 2020-05-31 2020-09-11 张达芬 Foundation measuring device for building engineering

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Publication number Priority date Publication date Assignee Title
KR200416324Y1 (en) * 2006-02-24 2006-05-12 (주)테스콤엔지니어링 The smooth ground

Patent Citations (1)

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Publication number Priority date Publication date Assignee Title
KR200416324Y1 (en) * 2006-02-24 2006-05-12 (주)테스콤엔지니어링 The smooth ground

Cited By (3)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
CN110016905A (en) * 2019-04-09 2019-07-16 中冶集团武汉勘察研究院有限公司 Large area deep weak subgrade stage filling construction stability control method
CN110016905B (en) * 2019-04-09 2021-03-26 中冶集团武汉勘察研究院有限公司 Stable control method for grading filling construction of large-area deep soft foundation
CN111648340A (en) * 2020-05-31 2020-09-11 张达芬 Foundation measuring device for building engineering

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