公开(公告)号：KR101716388B1

公开(公告)日：2017-03-14

申请号：KR1020160089069

申请日：2016-07-14

申请人： 주식회사 도운

发明人： 김희운

IPC分类号： E02B3/12 ,  E02D17/20 ,  E02D5/74

CPC分类号： E02B3/122 ,  E02D5/74 ,  E02D17/202 ,  E02D2200/13

摘要： 본발명은사용이편리하고시공이용이하며지반위에설치되는지반보호공사용망체대한고정력을향상시킬수 있는지반보호공사용망체의고정장치를제공하기위한것이다. 본발명에따른지반보호공사용망체의고정장치는, 지반속에매립설치되는앵커부재와, 지반보호공사용망체와앵커부재를연결하는연결와이어를포함한다. 앵커부재는, 하단이지표면을뚫고지반속으로진입할수 있도록세로방향으로연장된헤드부와, 탄성변형될수 있도록하단이헤드부의상단에연결되는제 1 날개부와, 탄성변형될수 있도록하단이헤드부의상단에연결되어헤드부에대해제 1 날개부와대칭을이루는제 2 날개부를구비한다. 연결와이어는앵커부재의제 1 날개부중간및 제 2 날개부중간에결합된다.

公开(公告)号：KR1020160096486A

公开(公告)日：2016-08-16

申请号：KR1020150018217

申请日：2015-02-05

申请人： (주)대안소일텍

发明人： 김효숙 ,  김인철

IPC分类号： E02D7/30 ,  E02D5/74 ,  E02D5/80

CPC分类号： E02D7/30 ,  E02D5/74 ,  E02D5/80 ,  E02D5/805 ,  E02D2250/003 ,  E02D2600/30

摘要： 본발명은 1차로정착장구간에확대굴착및 그라우트재의분사로소일시멘트구근체를형성하고, 2차로소일시멘트구근체의내부에심층구근체를형성시켜서이들소일시멘트구근체와심층구근체의허용부착력의증대로앵커의긴장력을증가시켜앵커의시공수량이감소되고공기단축과공사원가의절감을꾀할수 있도록한 확대굴착교반장치를이용한정착장확대개량형그라운드앵커시공공법을제공한다. 본발명의적절한일 실시형태에따른확대굴착교반장치를이용한정착장확대개량형그라운드앵커시공공법은, 토사지반에자유장구간까지아웃케이싱을인입시킴과동시에아웃케이싱의내부를통해천공작업을실시하는단계와; 확대굴착교반장치인너케이싱의선단에장착한후 아웃케이싱의내부로삽입한후, 인너케이싱의내부통로를통해확대굴착교반장치의선단에서그라우트액을분사함과동시에확대굴착교반작업을정착장구간에서시행하는단계와; 정착장구간의확대굴착및 교반이완료되면, 상기인너케이싱을확대굴착교반장치와함께아웃케이싱으로부터제거한후, 아웃케이싱을확대굴착된정착장구간의선단까지더 삽입하는단계와; 그라우팅주입호스를상기아웃케이싱의선단까지삽입한후 아웃케이싱의내부가충진될때까지그라우팅주입호스로그라우트액을주입하는단계와; 앵커강선체를아웃케이싱의내부로삽입설치한후 아웃케이싱을토사지반에서제거하는단계;를포함하여시공되는것을특징으로한다.

摘要翻译： 本发明提供了一种使用延伸式挖掘搅拌器来延伸和改进锚固区域的地锚安装方法，其首先通过延伸和挖掘锚固区域和喷洒浆料形成土壤水泥球体，并且其中在 土壤水泥球体通过增加土壤水泥球体和深球体的允许粘附力来增加锚固件的张力，以减少多个安装的锚固件; 缩短施工时间; 并降低施工成本。 根据本发明的适当实施例，使用延伸式挖掘搅拌器来延伸和改进锚固区域的地面锚固装置的安装方法包括：将外壳插入土壤地面到自由区域的步骤，并进行钻孔作业 通过外壳; 在延伸式挖掘搅拌器的内壳的前端上安装的步骤，然后将其插入到外壳中，然后通过内壳从延伸式挖掘搅拌器的前端喷出浆料，并执行延伸，挖掘和 锚固区域的搅拌工作; 完成锚定区域段的延伸，挖掘和搅动时从外壳拆下内壳和延伸挖掘搅拌器的步骤，然后将出壳体进一步插入延伸和挖掘的锚固区段的前端 ; 将注浆软管插入到外壳的前端，然后使用注浆软管将灌浆液注入外壳中，直到外套填充有浆液; 以及将锚固钢丝主体插入并安装到外壳中，然后从土壤地面中取出外壳的步骤。

公开(公告)号：KR101494260B1

公开(公告)日：2015-02-17

申请号：KR1020130154136

申请日：2013-12-11

申请人： (주)골든엔지니어링 ,  한국건설기술연구원

发明人： 박성주 ,  이광영

IPC分类号： E02D27/48 ,  E02D5/74 ,  E02D5/62 ,  E02D3/12 ,  E02D5/80

CPC分类号： E02D27/48 ,  E02D3/12 ,  E02D5/62 ,  E02D5/74 ,  E02D5/80 ,  E02D2250/003 ,  E02D2600/30

摘要： 본 발명은 구조물의 기초저판(1)의 관통공(2)을 통해 지중에 매설된 말뚝(10); 유압에 의해 상기 말뚝(10)에 대하여 선행하중을 인가하도록 설치된 선행하중 잭(100); 상기 선행하중 잭(100)을 상기 기초저판(1)에 지지하도록 설치된 지지대(200);를 포함하는 것을 특징으로 하는 말뚝의 선행하중 재하장치를 제시함으로써, 기존의 구조물의 규모를 확대할 필요가 있는 경우, 기존의 구조물에 침하가 발생한 경우, 기존의 말뚝의 보수 및 보강이 필요한 경우, 기존의 구조물의 하부에 지하구조를 증축하고자 하는 경우, 안정적으로 기초구조물을 보강할 수 있도록 한다.

摘要翻译： 本发明涉及一种用于桩的现有装载装置。 现有的装载装置包括：桩（10），其通过结构的基底（1）的通孔（2）嵌入地面; 预先装载千斤顶（100），其被安装以使用液压力将现有负载施加到管道（10）上; 以及支撑件（200），其被安装成将先前的装载千斤顶（100）支撑在基底基板（1）上。 当需要修复现有管道时，或者当需要延长基础结构的地下结构时，本发明可以在基础结构需要延长时，当基础结构减小时，可靠地加强基础结构。

公开(公告)号：KR101420587B1

公开(公告)日：2014-08-13

申请号：KR1020140027094

申请日：2014-03-07

申请人： 강석

发明人： 강석

IPC分类号： E02D27/42 ,  E04H12/22 ,  E02D5/74 ,  E01F15/00 ,  E04H17/20

CPC分类号： E02D27/42 ,  E01F15/00 ,  E02D5/74 ,  E02D2200/11 ,  E02D2600/30 ,  E04H12/22 ,  E04H17/20

摘要： The present invention relates to a reinforced structure of a post, which enables posts pre-established at regular intervals on the ground to be sufficiently supported and not only prevents a vehicle from deviating from a road since the posts pre-established at regular intervals on the ground are broken when the posts pre-established at regular intervals on the ground are collided with the vehicle, but also particularly prevents falling and overturn accidents of a vehicle beforehand by also preventing slip phenomenon of the post pre-established at regular intervals on the ground. Moreover, because reinforced members where reinforced wings are formed at equal intervals in the outer circumference have excellent compatibility with the pre-established post, there is no necessary for manufacturing a post where the reinforced members are formed at equal intervals, and also provided is an effect of making the height of the pre-established post installed on the ground under the standard height higher than the standard height.

摘要翻译： 本发明涉及一种支柱的加强结构，其使得能够充分地支撑地面上以规则的间隔预先建立的支柱，并且不仅防止车辆偏离道路，因为在第 当在地面上定期预先设置的岗位与车辆相撞时，地面被破坏，而且还特别防止车辆的倒塌和翻倒事故，还可以防止在地面上定期地预先建立的位置的滑动现象 。 此外，由于在外周具有等间隔地形成加强翼的加强构件具有与预先制成的柱的良好的相容性，因此不需要制造加强构件以相等的间隔形成的柱，并且还设置为 在标准高度高于标准高度的情况下，将预先建立的桩的高度安装在地面上的效果。

公开(公告)号：KR101425152B1

公开(公告)日：2014-08-05

申请号：KR1020130149781

申请日：2013-12-04

申请人： 그린이엔지 주식회사

发明人： 권성욱 ,  김병철

IPC分类号： E02D29/02 ,  E02D5/74 ,  E02D3/046

CPC分类号： E02D29/0233 ,  E02D3/046 ,  E02D5/74 ,  E02D2200/13 ,  E02D2200/16

摘要： The present invention relates to a reinforced ground retaining wall with excellent workability and structural stability. The reinforced ground retaining wall includes: multiple framed surface members (10); front-mesh type reinforcements (100) which have the front ends coupled to the surface members (10) and are embedded in underlying compacted soil; rear-mesh type reinforcements (200) which have front ends coupled to the rear ends of the front-mesh type reinforcements (100) and are embedded in the underlying compacted soil; and spiral binding agents (300) which couple the rear ends of the front-mesh type reinforcements (100) and the front ends of the rear-mesh type reinforcements (200) to form spiral structures.

摘要翻译： 本发明涉及具有优异的可加工性和结构稳定性的增强地面挡土墙。 加强地面挡土墙包括：多个框架表面构件（10）; 前网型增强件（100），其前端连接到表面构件（10）并嵌入下面的压实土壤中; 后网型增强件（200），其具有联接到前网型增强件（100）的后端的前端并嵌入在下面的压实土壤中; 以及联接前网型增强件（100）的后端和后网型增强件（200）的前端的螺旋结合剂（300），以形成螺旋结构。

公开(公告)号：KR101393728B1

公开(公告)日：2014-05-13

申请号：KR1020130115661

申请日：2013-09-27

申请人： 주식회사 대성방재기술

发明人： 이종하

IPC分类号： E02D5/80 ,  E02D3/12 ,  E02D5/62 ,  E02D17/20 ,  E02D5/74 ,  E02D29/02

CPC分类号： E02D5/80 ,  E02D3/12 ,  E02D5/62 ,  E02D5/74 ,  E02D17/20 ,  E02D29/0233 ,  E02D2200/14 ,  E02D2200/15

摘要： The present invention relates to a temporary installation anchor for soft ground and a ground reinforcement method using the same. The purpose of the present invention is to firmly reinforce soft ground by anchoring an anchoring blade to the ground without causing ground failure. The temporary installation anchor for soft ground according to the present invention comprises an anchoring head (11); a hollow casing (12); a tension member (13) which is arranged inside the casing, of which the front end is anchored to the anchoring head, and of which the rear end is connected to a tensioner; one or more anchoring blades (14) mounted on the circumference of the casing to be folded; an anchoring band (15) cut off by external power; an elastic member (16) for elastically supporting the anchoring blades in the extended direction when the anchoring band is cut off; and a packer (17) which covers the circumference of the anchoring blades and the casing and which is filled with a filler to anchor the anchoring blades to the ground. The ground reinforcement method using the temporary installation anchor for soft ground comprises a first step for boring an underground anchor hole; a second step for inserting a soft ground temporary installation anchor into the anchor hole; a third step for cutting off the anchoring band to anchor the anchoring band to the ground around the anchor hole; a fourth step for grouting the inside of the packer of the temporary installation anchor to anchor the temporary installation anchor using a grout material of the anchoring blades; and a fifth step for tensioning the tension member using a design load.

摘要翻译： 本发明涉及一种用于软土地基的临时安装锚固装置及使用其的地面加固方法。 本发明的目的是通过将锚定叶片锚定在地面上而不引起地面破坏来牢固地增强软土地面。 根据本发明的用于软地面的临时安装锚固件包括锚固头（11）; 中空的外壳（12）; 张紧构件（13），其布置在所述壳体内部，所述前端锚固到所述固定头部，并且所述后端连接到张紧器; 一个或多个锚固叶片（14），其安装在待折叠的壳体的圆周上; 由外部电源切断的锚固带（15）; 弹性构件（16），用于当所述锚定带被切断时沿所述延伸方向弹性地支撑所述锚定叶片; 以及覆盖所述锚定叶片和所述壳体的圆周并且填充有填充物以将所述锚定叶片锚定到地面的封隔器（17）。 使用临时安装锚软土的地面加固方法包括用于钻孔地下锚孔的第一步骤; 用于将软地面临时安装锚插入锚孔的第二步骤; 第三步骤，用于切断锚固带以将锚固带锚固到围绕锚孔的地面; 第四步，用于灌浆临时安装锚的封隔器的内部，以使用锚固叶片的灌浆材料锚固临时安装锚; 以及第五步骤，用于使用设计负载张紧张力构件。

公开(公告)号：KR101390354B1

公开(公告)日：2014-04-30

申请号：KR1020130153207

申请日：2013-12-10

申请人： 산림조합중앙회

发明人： 김만일 ,  이문세 ,  김민석

IPC分类号： E02D17/20 ,  E02D17/18 ,  E01F7/04 ,  E02D5/74

CPC分类号： E02D17/20 ,  E01F7/04 ,  E02D5/74 ,  E02D17/18 ,  E02D2300/0084

摘要： Disclosed are a method for stabilizing a hillslope and a stiffening structure thereof. The present invention is realized through a process of joining a geogrid to an exposed rock slope exposed relative to a cut rock slope (latent weak section or an object to be rapidly repaired), which is formed at the time of establishment of forest road, using a fixing means. Moreover, the present invention further includes a stabilizing method by installing a stepped pocket-type geogrid mound layer inside a filling slope of a forest road. According to the present invention, provided is the method for stabilizing a hillslope and a stiffening structure thereof which can prevent the small-sized cut slope and the mound slope around the forest road from being collapsed by virtue of the installation of the geogrid and which are economic and eco-friendly. [Reference numerals] (AA) Bedrock

摘要翻译： 公开了一种稳定山坡及其加固结构的方法。 本发明通过将土工格栅与相对于在建立森林公路时形成的切割岩石边坡（潜在的弱区段或待修复的物体）暴露的暴露的岩石边坡，使用 固定装置。 此外，本发明还包括通过在森林公路的填充斜坡内安装阶梯式袋状土工格栅堆垛层的稳定方法。 根据本发明，提供了一种稳定山坡及其加固结构的方法，其可以防止由于土工格栅的安装而使小型切割坡面和森林公路周围的丘堆坡度被折叠，并且它们是 经济环保。 （附图标记）（AA）Bedrock

公开(公告)号：KR101388253B1

公开(公告)日：2014-04-24

申请号：KR1020130041798

申请日：2013-04-16

申请人： 주식회사 케이에스엘

发明人： 황규연

IPC分类号： E02D27/42 ,  E04H12/22 ,  E02D5/74 ,  E04H17/20

CPC分类号： E02D27/42 ,  E02D5/74 ,  E02D2600/30 ,  E04H12/22 ,  E04H17/20

摘要： The present invention relates to a method for constructing the base structure of a road facility. The objective of the present invention is to prevent the protrusion of materials (anchor bolt etc.) for fixing the support of road facilities such as handrails, fences, enclosures, soundproof walls, streetlights, traffic lights, and signs to the ground (base structure). The method for constructing the base structure of a road facility according to the present invention comprises: a first step of constructing a block type base structure on the ground or under the ground, wherein an anchor bolt for fixing the support of a road facility is installed in the base structure, and a coupling having a female screw part thereon is coupled with the ground-side end of the anchor bolt; a second step of mounting an anchor plate for erecting the support of the road facility on the upper surface of the base structure constructed in the first step, wherein the anchor plate is mounted in order for a coupling hole thereof to be matched with the coupling; and a third step of fixing the anchor plate to the anchor bolt by coupling a base bolt with the coupling through the coupling hole of the anchor plate mounted in the second step, wherein the head part of the base bolt is inserted into a mounting protrusion formed around the coupling groove of the anchor plate so as not to protrude from the top of the anchor plate.

摘要翻译： 本发明涉及一种构建道路设施的基础结构的方法。 本发明的目的是防止用于将诸如扶手，围栏，围墙，隔音墙，路灯，交通灯和标志的道路设施的支撑件固定在地面上的材料（锚栓等）的突起（基础结构 ）。 根据本发明的用于构建道路设施的基座结构的方法包括：第一步骤，在地面或地面下构造块型基座结构，其中安装用于固定道路设施的支撑件的锚定螺栓 在基部结构中，并且其上具有内螺纹部分的联接器与锚定螺栓的接地侧端部联接; 在第一步骤构造的基座结构的上表面上安装用于竖立道路设施的支撑件的锚板的第二步骤，其中安装锚板以使其联接孔与联接件相匹配; 以及第三步骤，通过经由安装在第二步骤中的锚定板的联接孔将基座螺栓与联接器联接，将锚固板固定到锚定螺栓上，其中，基座螺栓的头部插入到形成的安装突起中 围绕锚板的联接槽，以便不从锚板的顶部突出。

公开(公告)号：KR1020140012587A

公开(公告)日：2014-02-03

申请号：KR1020130073446

申请日：2013-06-26

申请人： 정희봉

发明人： 정희봉

IPC分类号： E02D27/32 ,  E02D5/74

CPC分类号： Y02B10/12 ,  E02D27/32 ,  E02D5/74 ,  E02D2600/30

摘要： The present invention provides a block system for supporting multiple solar cell modules and a construction method of the block system. The construction method of the block system according to the present invention comprises the steps of: positioning a concrete block, which has a through hole and a coupling groove for a supporting body for supporting an upper structure, in the center of a foundation structure; arranging multiple eco-blocks, which are composed of first and second type eco-blocks, on both sides across the center of the concrete block; arranging first type anchor plates, which are fixed on a predetermined position of the lower part by a shear key, between the eco-blocks; installing second type anchor plates on the outermost part of the arranged eco-blocks; inserting post tension bars between the concrete block and the eco-blocks through the anchor plates between the eco-blocks and the centers of the outermost anchor plates; and integrally combining the concrete block, the eco-blocks, and the anchor plates to have tensile strength by using anti-twist keys on the ends of the post tension bars.

摘要翻译： 本发明提供了一种用于支撑多个太阳能电池模块的块系统和块系统的构造方法。 根据本发明的块系统的构造方法包括以下步骤：将具有通孔的混凝土块和用于支撑上结构的支撑体的联接槽定位在基础结构的中心; 在混凝土块的中心两侧安排由第一和第二类型生态块组成的多个生态块; 在所述生态块之间设置通过剪切键固定在所述下部的预定位置上的第一型锚板; 在排列的环保块的最外面部分安装第二类锚板; 在混凝土块和生态块之间通过锚块和最外锚板的中心之间的锚板插入张紧杆; 并且通过在后拉杆的端部使用防扭键将混凝土块，环保块和锚板整体结合以具有拉伸强度。

公开(公告)号：KR101354466B1

公开(公告)日：2014-01-27

申请号：KR1020130015563

申请日：2013-02-13

申请人： (주)세종이엔씨

发明人： 민경남 ,  이재원 ,  이중관

IPC分类号： E02D5/80 ,  E02D5/74 ,  E02D17/20

CPC分类号： E02D5/80 ,  E02D5/74 ,  E02D17/20 ,  E02D2300/0034

摘要： The present invention relates to a permanent anchor structure extended by a double wedge and, more specifically, to a permanent anchor structure extended by a double wedge to maximize the structural stability of an extended settling part and to enable the tensioning of an unextended settling part before grouting using the frictional resistance of the unextended settling part while an anchor body is attached to the inner wall of a bore hole. To achieve this, the present invention includes: a step of primarily moving a wedge inside an inclined insertion hole inside the anchor body upwards using a stopper and extending the anchor body to the outside; and a step of secondarily tensioning a tension member by moving the tension member upwards using a grip head and re-extending the anchor body while pushing up the wedge.

摘要翻译： 本发明涉及一种由双楔形物延伸的永久性锚固结构，更具体地说，涉及一种通过双楔子延伸的永久性锚固结构，以最大限度地延长沉降部分的结构稳定性，并且能够在未延伸的沉降部分之前张紧 当锚固体附接到钻孔的内壁时，使用未延伸的沉降部分的摩擦阻力进行灌浆。 为了实现这一点，本发明包括：使用止动件将锚固体内部的倾斜插入孔主体向上移动并将锚固体延伸到外部的步骤; 以及通过使用夹头向上移动张紧构件来二次张紧张紧构件的步骤，并且在向上推动楔块的同时再次延伸锚固体。