KR200361562Y1 - Soil siment Finisher - Google Patents
Soil siment Finisher Download PDFInfo
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- KR200361562Y1 KR200361562Y1 KR20-2004-0011931U KR20040011931U KR200361562Y1 KR 200361562 Y1 KR200361562 Y1 KR 200361562Y1 KR 20040011931 U KR20040011931 U KR 20040011931U KR 200361562 Y1 KR200361562 Y1 KR 200361562Y1
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- Prior art keywords
- installation
- soil
- control plate
- thickness
- mixed material
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Classifications
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C19/00—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving
- E01C19/12—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving for distributing granular or liquid materials
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C19/00—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving
- E01C19/22—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving for consolidating or finishing laid-down unset materials
- E01C19/23—Rollers therefor; Such rollers usable also for compacting soil
- E01C19/26—Rollers therefor; Such rollers usable also for compacting soil self-propelled or fitted to road vehicles
- E01C19/264—Rollers therefor; Such rollers usable also for compacting soil self-propelled or fitted to road vehicles with attachments for work other than rolling, e.g. grading, scarifying
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C19/00—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving
- E01C19/22—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving for consolidating or finishing laid-down unset materials
- E01C19/41—Apparatus having both rolling tools and ramming, tamping, or vibrating tools
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- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01C—CONSTRUCTION OF, OR SURFACES FOR, ROADS, SPORTS GROUNDS, OR THE LIKE; MACHINES OR AUXILIARY TOOLS FOR CONSTRUCTION OR REPAIR
- E01C19/00—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving
- E01C19/48—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving for laying-down the materials and consolidating them, or finishing the surface, e.g. slip forms therefor, forming kerbs or gutters in a continuous operation in situ
- E01C19/4806—Machines, tools or auxiliary devices for preparing or distributing paving materials, for working the placed materials, or for forming, consolidating, or finishing the paving for laying-down the materials and consolidating them, or finishing the surface, e.g. slip forms therefor, forming kerbs or gutters in a continuous operation in situ with solely rollers for consolidating or finishing
Abstract
본고안은 건식 소일시멘트 공법에 있어서 균등한 포설을 하며 재료 분리를 방지하고 1회 포장으로 마무리하기 위하여 휘니샤로 포설 하면 가장 이상적이나 아스콘과 달리 점성이 전혀 없는 흙은 분쇄혼합 과정에서 완전히 흐트러진 상태이므로 일정두께(20㎝)이상 포설후 로라로 전압 하면 혼합재가 로라의 전진 방향으로 밀리 면서 연속적인 횡크랙을 형성하게 된다. 이를 방지하기 위하여 1차 포설후 가전압을 한 다음에 2차 포설을 할수 있으나 가전압후 매끄러운 다짐 면 위에 다시 2차 포설 후 다짐을 하면 접착이 이루어지지 않아 역시 밀리면서 횡 크랙이 형성되게되며 2중 포설의 번거로움이 따르게된다 . 이를 방지 하며 1회의 포설로 끝내기 위한 흙 포장용 포설장비에 관한 것 으로서,In this paper, it is ideal to install evenly in dry Soil Cement process, and to install it with whiskers to prevent material separation and to finish it in one packing. However, unlike ascon, soil without any viscosity is completely displaced during the grinding mixing process. After installation over a certain thickness (20㎝) voltage to the Laura, the mixture is pushed in the forward direction of the Laura to form a continuous lateral crack. In order to prevent this, the second installation can be performed after applying the first voltage after the first installation, but if the second installation is done after the second installation on the smooth compaction surface after pressing, the adhesive is not formed and the side cracks are formed. The hassle of laying. It is about the installation equipment for soil pavement to prevent this and to finish in one installation.
상기 포설장비(1)은 2개조의 호퍼(2)를 만들고 각 호퍼 하단에 각각 2개 의벨트 콘베이어(3)를 설치하여 각각의 구동에 의하여 각자의 두께 조절판 앞까지 혼합재를 신속히 이송하고 이송된 혼합재를 좌우로 이송시키는 스크류(4 );The installation equipment 1 makes two sets of hoppers 2 and installs two belt conveyors 3 at the bottom of each hopper to quickly transfer and convey the mixed material to the front of each thickness control plate by each driving. A screw 4 for conveying the mixed material from side to side;
상기 벨트콘베어(3)과 스크류((4)에 의하여 이송된 혼합재를 일정한두께로 포설하는1차 두 께조절판(5)과Primary thickness adjusting plate (5) for laying the mixed material conveyed by the belt conveyor (3) and the screw (4) to a constant thickness and
상기 1차두께 조절판(5)에의하여 포설된 후방에 1차 두께 조절판( 5) 하단 보다 내려 가도록 높낮이 조절이 가능하고 휘니샤의 전진속도와 같이 회전하는 로라(6)를 장착하고 바로 뒤에 가전압시 매끄럽게된 면을 거칠게 하는 끌림장치(7)와It is possible to adjust the height so as to be lower than the bottom of the primary thickness control plate (5) in the rear installed by the primary thickness control plate (5), and equipped with a rotary (6) that rotates at the same speed as the forward speed of Huniisha With a drag device (7) to rough the surface
상기 가전압용 로라(6)와 가전압에의하여 매끄러운 면의 표면을 거칠게하는 끌림장치(7)The drag device 7 for roughening the surface of the smooth surface by the applied voltage roller 6 and the applied voltage.
상기 로라(6) 와 끌림장치(7)에의하여 가전압후 2차포설의 조건을 갖춘 상태에서 2차포설을하며 진동 다짐을 하여 포설상태의 최적을 최대한 줄여 로라 다짐시 횡크랙을 방지하고 시공중 표면 건조를 최대한 줄여 양질의 포장면을 얻고 단 1회의 시공으로 포장을 마무리 하는 것을 특징으로 한다.By the roller 6 and the drag device 7, the secondary installation is carried out under the condition of the secondary installation after the applied voltage, and the vibration compaction is performed to reduce the optimum of the installation state as much as possible to prevent lateral cracking during the compaction. It is characterized by finishing the pavement in only one construction by obtaining the high quality pavement surface by reducing the surface drying as much as possible.
Description
본 고안은 건식 소일시멘트 공법에 있어서 균등한 포설을 하며 재료 분리를 방지하고 1회 포장으로 마무리 하기 위한 흙 포장용 휘니샤에 관한것으로서 아스콘과 달리 점성이 전혀 없는 흙은 분쇄혼합 과정에서 완전히 흐트러진 상태 이므로 일정두께(20㎝)이상 포설후 로라로 전압시 혼합재가 밀리면서 연속적인 횡크랙을 형성하게 된다.The present invention relates to a clay paving whiskey for uniform laying in the dry soil cement method, to prevent material separation and to finish with a single pavement. Unlike ascon, soil without viscosity at all is completely disturbed during the crushing mixing process. After laying more than 20cm in thickness, the mixture is pushed when the voltage is lowered to form a continuous lateral crack.
이를 방지하기 위하여 1차 포설후 가전압을 한 다음에 2차 포설을 할수 있으나 가전압후 매끄러운 다짐 면 위에 다시 2차 포설 후 로라로 다짐을 하면 접착이 이루어 지지 않아 역시 밀리면서 횡 크랙이 형성되게 된다.In order to prevent this, the second installation can be done after applying the first voltage after the first installation. However, when the second installation is done on the smooth compaction surface after the second installation, the compaction is done with the roller. .
이를 방지 하며 1회로 포설을 끝내기 위한 흙 포장용 포설장비에 관한 것이다.The present invention relates to a soil pavement laying equipment for preventing this and finishing the one-time laying.
상기 포설장비(1)를 도 1을 통하여 간략하게 살펴보면;Looking briefly through the installation equipment (1) through FIG.
2개조의 호퍼(2)를 만들고 각 호퍼 하단에 벨트 콘베이어(3)를 설치하여 각각의 구동에 의하여 각자의 두께 조절판 까지 혼합재를 신속히 이송하고 1차 두께조절판(4)후방에 1차 두께 조절판 하단 보다 내려 가도록 높낮이 조절이 가능하고 휘니샤의 전진속도와 같이 회전하는 로라(5)를 장착하고 로라 보호용카바(6)를 설치하고 바로 뒤에 가전압시 매끄럽게된 면을 거칠게 하는 끌림장치(7)를 설치하고 그 뒤에 이송되어온 혼합재를 최종 포설 두께를조절하는 진동이 되는 2차 두께 조절판(8)에 의한 진동 다짐으로 포설된 혼합재의 체적을 최대한 줄인 상태에서 로라로 전압하여 횡 크랙 발생을 최대한 억제 하고 시공중 표면 건조 현상을 최대한 줄여 양질의 포장면을 얻고 단 1회의 시공으로 포장을 마무리하는 것을 특징으로 한다.Two sets of hoppers (2) are made, and a belt conveyor (3) is installed at the bottom of each hopper to quickly transfer the mixture to each thickness control plate by each drive, and the bottom of the first thickness control plate behind the first thickness control plate (4). It is possible to adjust the height to go down and install the Laura (5) that rotates with the forward speed of Huniisha, install the Laura protective cover (6), and install the drag device (7) to roughen the smoothed surface immediately after applying the voltage. Thereafter, the mixed material transported afterwards is energized by the second thickness control plate 8, which is a vibration controlling the final laying thickness. By reducing the surface drying phenomenon as much as possible to obtain a high-quality pavement surface, it is characterized by finishing the pavement in only one construction.
흙 포장용 휘니샤가 별도로 개발되지 않아서 아스팔트 포장용 휘니샤를 대용하나 상기에서 지적한 바와 같이 아스콘과 흙은 물성 자체가 틀리고 특히 건식 소일시멘트의 혼합물은 점성이 없으므로 점성이 있는 아스콘을 포설하는 휘니샤로 포설을 하면 상기에서 지적한 여러가지 문제점이 발생하게 된다.As the above mentioned pavement is not developed separately, asphalt pavement is substituted, but as pointed out above, ascon and soil have different physical properties, especially the mixture of dry soil cement is viscous. Several problems pointed out in
이에 본 고안에서는 소일시멘트 공법이 갖는 문제점들을 해결하기 위하여 개발된 것 으로서Therefore, the present invention was developed to solve the problems of the soil cement method
포설과 동시에 가전압을 하고 진동다짐을 하여 포설 두께의 최적을 최대한 줄여 로라 다짐시 양질의Simultaneously apply the voltage and place the vibration at the same time as the installation to minimize the optimal thickness of the installation.
포장면과 시공상의 용이성을 제공할수 있는데 목적이 있다.The purpose is to provide ease of packaging and construction.
도 1 은 본고안의 기술이 적용된 흙포장용 휘니샤를 도시한 간략적인 사시도.Figure 1 is a simplified perspective view showing the earthenware of the earth to which the technique of the present application is applied.
도 2 는 본고안의 기술이 적용된 흙포장용 휘니샤의 A-A 선을 따라서 취한 단면2 is a cross-sectional view taken along line A-A of the earthen paving piscine to which the technique of the present invention is applied.
구성도.Diagram.
도 3 은 본고안의 기술이 적용된 흙포장용 휘니샤의 B-B 선을따라서 취한 휘니샤의 요부인 1,2차 두께조절판과가전압용 로라와 끌림장치를 나타낸 단면Figure 3 is a cross-sectional view showing the first and second thickness control plate and the voltage applying roller and the drag device which is the main part of the Hunisha taken along the B-B line of the earth-packed Hunisha applied the technique of this paper
구성도.Diagram.
* 도면의 주요 부분에 사용된 부호의 설명* Explanation of symbols used in the main part of the drawing
1: 건식 소일 시멘트 휘니샤1: dry soil cement cement
2: 호퍼2: hopper
3: 벨트 콘베이어3: belt conveyor
4: 스크류4: screw
5: 1차 두께 조절판5: primary thickness control plate
6: 로라6: Laura
7: 끌림장치7: attraction device
8: 2차 두께 조절판8: secondary thickness control plate
이하 첨부되는 도면과 관련하여 상기 목적을 달성하기 위한 본 고안의 구성과 작용 및 효과에With respect to the configuration and operation and effects of the present invention for achieving the above object with reference to the accompanying drawings
대하여 설명하면 다음과 같다.The description is as follows.
도 1은 본 고안의 기술이 적용된 소일 휘니샤를 도시한 간략적인 사시도, 도2는 본 고안의1 is a simplified perspective view showing a Sole whisney to which the technique of the present invention is applied, FIG.
기술이 적용된 소일 휘니샤의 A-A 선을 따라서 취한 단면 구성도, 도3은 본 고안의 기술이 적용된Sectional view taken along line A-A of Soil Hunisha, to which the technique is applied, FIG.
소일 휘니샤 의B-B 선을 따라서 취한휘니샤의 요부인 1,2 차 두께 조절판과 가전압용 로라와 끌림장치를 나타낸 단면 구성도 로서 함께 설명 한다.The cross-sectional diagram showing the first and second thickness control plates, the applied voltage roller and the drag device along the B-B line of Soil Hunisha is shown together.
본 고안의 기술이 적용되는 소일 휘니샤(1)는 이송 되어온 혼합재를 받을 수 있는 호퍼( 2)와 받은 혼합재를 뒤로 이송시키는 벨트 콘베이어(3)와 이송된 혼합재를 좌우로 이송시키는 스크류(4 )와 모아진 혼합재를 일정한 두께로 포설 할수 있는 1차두께 조절판(5 )과 그후방에 설치한 로라(6 )와 가 전압면을 거칠게 하는 끌림장치(7 )와 최종 두께를 조정하며 진동 다짐이 가능한 2차 두께조절판(8 )으로 구성한다.1차 두께 조절판과 로라는 일체화 하여 동시에 상하로 높이 조절이 가능하게 하고 로라는 자체에서 다짐율에 따라 높이 조절이 가능 하도록 한다.2차 두께 조절판은 1차 두께 조절판과 별도로 움직일수 있게하여 최종 두께 조절이 가능하도록 하며 가전압용 로라는 휘니샤의 전진속도와 같게 회전 하도록 한다.Soil whiskey (1) to which the technology of the present invention is applied includes a hopper (2) capable of receiving the conveyed mixture, a belt conveyor (3) for conveying the received mixture back, and a screw (4) for conveying the conveyed mixture left and right; The primary thickness control plate (5) for laying the collected mixture material to a certain thickness, the Laura (6) installed in the rear, the drag device (7) roughening the applied voltage surface, and the secondary that can adjust the final thickness and vibration compaction The thickness control plate (8) consists of a primary thickness control plate and a roller to adjust the height at the same time up and down at the same time, and the Laura to adjust the height according to the compaction rate in itself. It can be moved separately from the throttle plate so that the final thickness can be adjusted.
이상과 같은 본 고안은 흙 포장시 1차포설과 가 전압,2차포설 ,진동다짐을 동시에 이루어 지게 하여 포설시 최적을 최대한 줄여 로라 다짐시 횡크랙 발생을 방지하고 표면 건조시간을 늦추게 하고 재료분리가 이루어지지 않게 하며 연속적으로 작업이 이루어져 생산성 향상과 품질향상 시공의 용이성을 제공할 수 있는 등의 다양한 효과를 얻을 수 있다.The present invention as described above makes the first installation, the applied voltage, the secondary installation, and the vibration compaction at the same time, so as to minimize the optimum when installing the soil, to prevent lateral cracking during the compaction, and to slow down the surface drying time. It is possible to achieve a variety of effects, such as the separation can be done and the work is continuously performed to provide the productivity and quality improvement ease of construction.
Claims (2)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR20-2004-0011931U KR200361562Y1 (en) | 2004-04-29 | 2004-04-29 | Soil siment Finisher |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR20-2004-0011931U KR200361562Y1 (en) | 2004-04-29 | 2004-04-29 | Soil siment Finisher |
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| Publication Number | Publication Date |
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| KR200361562Y1 true KR200361562Y1 (en) | 2004-09-14 |
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| KR20-2004-0011931U KR200361562Y1 (en) | 2004-04-29 | 2004-04-29 | Soil siment Finisher |
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Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100738015B1 (en) | 2005-11-17 | 2007-07-13 | 의왕개발 주식회사 | Device for pavement road |
| KR100741957B1 (en) | 2005-11-25 | 2007-07-25 | 의왕개발 주식회사 | Device for pavement concrete road |
| KR100832138B1 (en) * | 2006-11-09 | 2008-05-27 | 다사건설(주) | Paving apparatus for repair |
| CN111719393A (en) * | 2020-06-30 | 2020-09-29 | 秦锋 | A laying device for highway road surface pitch |
-
2004
- 2004-04-29 KR KR20-2004-0011931U patent/KR200361562Y1/en not_active IP Right Cessation
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100738015B1 (en) | 2005-11-17 | 2007-07-13 | 의왕개발 주식회사 | Device for pavement road |
| KR100741957B1 (en) | 2005-11-25 | 2007-07-25 | 의왕개발 주식회사 | Device for pavement concrete road |
| KR100832138B1 (en) * | 2006-11-09 | 2008-05-27 | 다사건설(주) | Paving apparatus for repair |
| CN111719393A (en) * | 2020-06-30 | 2020-09-29 | 秦锋 | A laying device for highway road surface pitch |
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