KR200402361Y1 - Complex water protecting penel for construction of concreat - Google Patents
Complex water protecting penel for construction of concreat Download PDFInfo
- Publication number
- KR200402361Y1 KR200402361Y1 KR20-2005-0027050U KR20050027050U KR200402361Y1 KR 200402361 Y1 KR200402361 Y1 KR 200402361Y1 KR 20050027050 U KR20050027050 U KR 20050027050U KR 200402361 Y1 KR200402361 Y1 KR 200402361Y1
- Authority
- KR
- South Korea
- Prior art keywords
- index
- plate
- composite
- expansion
- index plate
- Prior art date
Links
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 title claims abstract description 30
- 238000010276 construction Methods 0.000 title abstract description 8
- 239000002131 composite material Substances 0.000 claims abstract description 23
- 238000009434 installation Methods 0.000 abstract description 2
- 239000011347 resin Substances 0.000 description 5
- 229920005989 resin Polymers 0.000 description 5
- 238000005452 bending Methods 0.000 description 4
- 239000000805 composite resin Substances 0.000 description 4
- 230000008878 coupling Effects 0.000 description 4
- 238000010168 coupling process Methods 0.000 description 4
- 238000005859 coupling reaction Methods 0.000 description 4
- 238000005266 casting Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 230000000694 effects Effects 0.000 description 2
- QNRATNLHPGXHMA-XZHTYLCXSA-N (r)-(6-ethoxyquinolin-4-yl)-[(2s,4s,5r)-5-ethyl-1-azabicyclo[2.2.2]octan-2-yl]methanol;hydrochloride Chemical compound Cl.C([C@H]([C@H](C1)CC)C2)CN1[C@@H]2[C@H](O)C1=CC=NC2=CC=C(OCC)C=C21 QNRATNLHPGXHMA-XZHTYLCXSA-N 0.000 description 1
- 230000005856 abnormality Effects 0.000 description 1
- 230000000903 blocking effect Effects 0.000 description 1
- 239000000463 material Substances 0.000 description 1
- 230000002265 prevention Effects 0.000 description 1
- 238000000926 separation method Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/66—Sealings
- E04B1/68—Sealings of joints, e.g. expansion joints
- E04B1/6806—Waterstops
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02B—HYDRAULIC ENGINEERING
- E02B3/00—Engineering works in connection with control or use of streams, rivers, coasts, or other marine sites; Sealings or joints for engineering works in general
- E02B3/16—Sealings or joints
-
- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D29/00—Independent underground or underwater structures; Retaining walls
- E02D29/16—Arrangement or construction of joints in foundation structures
-
- E—FIXED CONSTRUCTIONS
- E21—EARTH OR ROCK DRILLING; MINING
- E21D—SHAFTS; TUNNELS; GALLERIES; LARGE UNDERGROUND CHAMBERS
- E21D11/00—Lining tunnels, galleries or other underground cavities, e.g. large underground chambers; Linings therefor; Making such linings in situ, e.g. by assembling
- E21D11/38—Waterproofing; Heat insulating; Soundproofing; Electric insulating
- E21D11/385—Sealing means positioned between adjacent lining members
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Building Environments (AREA)
Abstract
본 고안은 콘크리트 신축 이음용 복합지수판에 관한 것으로서, 보다 상세하게는 콘크리트 시공시에 선타설부에 후타설 공사를 진행할 때 이음매 사이의 누수 현상을 없앨 수 있도록 한 콘크리트 신축 이음용 복합지수판에 관한 것이다.The present invention relates to a composite index plate for expansion joint of concrete, and more particularly, to a composite index plate for expansion joint of concrete to eliminate the leakage phenomenon between joints when the post-installation work on the pour during concrete construction. .
본 고안은 복합지수판은 판상의 지수판본체 중앙에 중앙중공부 또는 양측부위에 선택적으로 형성된 양측중공부와, 상기 중앙중공부를 중심으로 좌우에 다수개 형성한 다수의 지수날개와, 상기 양측중공부의 반원호면이나 다수의 지수날개 상단부 또는 지수날개들 틈새 사이에 결합시킨 다수의 수팽창지수부재로 이루어진 콘크리트 신축 이음용 복합지수판을 구성한 것이다.The present invention is a composite index plate is the plate-shaped index plate body in the center of the central hollow portion or both sides selectively formed on both sides, a plurality of index wings formed on the left and right centered around the central hollow portion, and the semi-circle of both sides hollow It is composed of a composite index plate for expansion joints composed of a plurality of water expansion index members bonded between the surface of the surface or the top of the number of index wings or the gap between the index wings.
Description
본 고안은 콘크리트 신축 이음용 복합지수판에 관한 것으로서, 보다 상세하게는 콘크리트 신축 시공시에 콘크리트의 수축 및 극심한 부등침하에 의해 발생되는 누수 및 콘크리트의 이탈 및 파손등으로 인해 지수판과의 공극으로 누수가 되는 문제점들을 제거할 수 있도록 한 콘크리트 신축 이음용 복합지수판에 관한 것이다. The present invention relates to a composite index plate for expansion joint of concrete, and more specifically, leakage due to water leakage caused by shrinkage of concrete and extreme uneven settlement and expansion and breakage of concrete during construction of concrete The present invention relates to a concrete expansion joint composite index plate to eliminate the problems.
일반적으로 콘크리트 구축물로 이뤄지는 건축물,저수지,산악터널,일반터널등에서 콘크리트 시공을 행할 때는 선타설부가 완성되면 그것에 있데어서 후타설 공사를 진행하고 있다. In general, when constructing concrete in buildings, reservoirs, mountain tunnels, general tunnels, etc., which are made of concrete structures, after the pour is completed, the post-installation works are carried out.
그리고, 상기 선타설부와 후타설부간에 이음되는 부위에는 후타설부의 콘크리트가 시공이후 건조됨에 따라 이음매의 공극을 야기하기 때문에 이 부분에서의 누수방지를 위한 지수판이 사용되고 있다.In addition, a water plate for preventing leakage in this portion is used in a portion that is jointed between the sunthaol portion and the futhaol portion because it causes a gap of the seam as the concrete of the afterthaol portion is dried after construction.
일례로, 이러한 지수판은 수지재의 얇은 판상의 본체에 하나 또는 다수의 중공부와 중공부를 중심으로 다수개의 지수날개들을 형성하고 있다.In one example, such an index plate forms a plurality of index wings about one or a plurality of hollow portions and a hollow portion in a thin plate-shaped body of a resin material.
상기 중공부는 콘크리트 이음매의 완충효과를 얻고 지수날개들은 판상에서 수직으로 서있어 이음매에서 스며드는 물들의 흐름을 방해하여 결과적인 지수 역할을 하고 있다.The hollow part has a cushioning effect of the concrete joint and the exponential wings stand vertically on the plate to hinder the flow of water seeping into the joint, thereby serving as a result of the exponent.
그러나, 이러한 종래 지수판의 경우에는 다수의 지수날개들과 중공부등에 의하여 이음매에서 물의 흐름을 방해하여 지수 역할을 하고 있지만 결과적으로 물의 흐름만 방해할 뿐 누수 현상을 원천적으로 해결할 수 없는 것이었다.However, in the case of such a conventional index plate, the number of index blades and hollow parts interferes with the flow of water in the joint, but as a result, the water flow is not only solved, but only a water leakage phenomenon cannot be solved at the source.
또, 종래 수지재 신축이음용 지수판은 콘크리트의 수축 및 극심한 부등침하에 의해 발생되는 문제와 콘크리트의 이탈 및 파손등으로 인해 실제적으로 제기능을 발휘하지 못하여 지수판과의 공극으로 누수가 되는 문제점들을 제거할 수 없는 것이었다.In addition, conventional resin joint expansion plate removes the problems caused by shrinkage and extreme inequality of concrete and the problems of water leakage due to voids with the index plate because they do not actually function due to the separation and breakage of concrete. I could not.
또, 종래 수지재 신축이음용 지수판은 콘크리트 파손등 구조물의 이상시 생기는 접합부의 공극을 막을 수 없으며, 이음부의 연결 불량으로 인해 지수판으로서의 역할을 수행하기 어려운 것이었다.In addition, the conventional resin joint expansion plate is not able to prevent the gap of the joint portion generated when the abnormality of the structure, such as broken concrete, it was difficult to perform the role as the index plate due to the poor connection of the joint.
본 고안의 목적은 일반시공 죠인트용 수지 지수판의 역할과 함께 수팽창 지수부재에 의한 이중 지수 성능을 갖도록 함으로서 이러한 이음매에서의 누수 현상을 원천적으로 없앨 수 있도록 한 콘크리트 신축 이음용 복합지수판를 제공함에 있다. The purpose of the present invention is to provide a composite index plate for concrete expansion joint to eliminate the leakage phenomenon in the joint by having a double index performance by the water expansion index member with the role of the resin index plate for general construction joints.
본 고안의 다른 목적은 종래 지수판의 이음부위에서 연결 불량으로 인한 누수를 연결 커플링을 사용하여 지수 할 수 있고, 누수시 수팽창 지수부재에 의한 콘크리트와 지수판과의 공극 충전으로 이중 지수를 행 할 수 있어 누수가 원천적으로 방지되며, 작은크기로 콘크리트 타설시 휘거나 꺽임에 의한 미충전 현상을 사전에 방지할 수 있도록 한 콘크리트 신축 이음용 복합지수판를 제공함에 있다.Another object of the present invention is to index the leak due to poor connection at the joint part of the conventional index plate by using the coupling coupling, and when the leak is double indexed by filling the gap between the concrete and the index plate by the water expansion index member It is possible to prevent leakage of water at the source, and to provide a composite index plate for expansion joint of concrete, which prevents the unfilled phenomenon caused by bending or bending in concrete in small size.
본 고안은 상기와 같은 목적을 구현할 수 있도록, 본 고안은 콘크리트 신축 이음용 복합지수판에 있어서, 복합지수판은 판상의 지수판본체 중앙에 중앙중공부 또는 양측부위에 선택적으로 형성된 양측중공부와, 상기 중앙중공부를 중심으로 좌우에 다수개 형성한 다수의 지수날개와, 상기 양측중공부의 상측 반원호면이나 다수의 지수날개 상단부 또는 지수날개들 틈새 사이에 결합시킨 다수의 수팽창지수부재로 구성된 것을 특징으로 한다.The present invention to realize the above object, the present invention is a composite index plate for expansion joint of concrete, the composite index plate is formed in the central hollow portion or both sides of the central hollow plate in the center of the index plate body of the plate and the central hollow portion It consists of a plurality of exponential wings formed on the left and right, and a plurality of expansive exponent members coupled between the upper semicircular arc surface of the two side hollow portion, the top of the exponent wing or the gap between the exponent wings. .
이하에서 이를 첨부된 도면과 함께 이를 상세히 설명하여 봄으로서 본 고안의 보다 구체적인 특징들이 이해 될 수 있을 것이다.As will be described below in detail with the accompanying drawings will be understood more specific features of the present invention.
도 1은 본 고안에 의한 콘크리트 신축 이음용 복합지수판(1)의 일 실시예를 나타 내었다. Figure 1 shows one embodiment of the composite index plate (1) for concrete expansion joint according to the present invention.
여기서는 판상의 지수판본체(11) 중앙에는 타원구멍을 갖으며 U 벌브 형상의 중앙중공부(12)가 형성되어져 있고, 이 중앙중공부(12)를 중심으로 좌우에 다수의 지수날개(13)들이 판면으로 부터 수직으로 상하에 대칭되게 형성 되어져 있다. Here, in the center of the plate-shaped index plate body 11, an elliptical hole is formed, and a central hollow portion 12 having a U-bulb shape is formed, and a plurality of index wings 13 on the left and right of the central hollow portion 12 are formed on the plate surface. It is symmetrically formed up and down vertically.
또, 상기 지수날개(13) 들 사이에는 수팽창지수부재(14)가 지수부재매입날개 (15)에 의하여 지수부재매입날개(15)보다 높은 높이로 돌출되게 결합 되어져 있고, 상기 수팽창지수부재(14)의 하측은 단면이 삼각날개를 이루고 있다. Further, the water expansion index member 14 is coupled between the index blades 13 so as to protrude to a height higher than that of the index member embedding blade 15 by the index member embedding wing 15, and the water expansion index member The lower side of (14) has a triangular blade in cross section.
한편, 도 2은 본 고안의 제 2 실시예로서, 복합지수판(2)는 지수판본체(21) 중앙에 마름모꼴 형상의 중앙중공부(22)가 형성 되어져 있고 양측 단부에는 원형단면상의 양측중공부(25,26)들이 형성 되어져 있다. On the other hand, Figure 2 is a second embodiment of the present invention, the composite index plate 2 is a central hollow portion 22 of the rhombic shape is formed in the center of the index plate body 21, both ends of the hollow portion 25 on the circular cross section at both ends , 26) are formed.
상기 중앙중공부(22)와 양측중공부(25,26) 사이에는 다수의 사다리꼴 지수날개(23)들이 형성 되어져 있고, 양측중공부(25,26)에는 반원호형 수팽창지수부재 (24)들이 제각기 결합 되어져 있다.A plurality of trapezoidal exponential wings 23 are formed between the central hollow portion 22 and both hollow portions 25 and 26, and the semi-circular arc-shaped water expansion index members 24 are formed on both hollow portions 25 and 26, respectively. Are combined.
또, 도 3는 본 고안의 제 3 실시예로서, 복합지수판(3)은 지수판본체(31) 중앙에는 타원구멍을 갖는 타원형상의 중앙중공부(32)가 형성 되어져 있고, 상기 지수판본체(31) 양단부에는 마감지수날개(33)들이 형성 되어있다. 3 is a third embodiment of the present invention, in which the composite index plate 3 has an elliptical central hollow portion 32 having an elliptical hole in the center of the index plate body 31, and both ends of the index plate body 31. There is a finish index wings 33 are formed.
상기 타원형 중앙중공부(32)와 마감지수날개(33)들 사이에는 원형구멍을 갖는 원형단면 형상의 양측중공부(35,36)들이 제각기 형성 되어져 있고, 이들 양측중공부(35,36)의 상측 원호면에는 수팽창지수부재(34)들이 결합 되어 있다.Between the elliptical central hollow portion 32 and the closing index blades 33 are formed on both side hollow portions 35 and 36 of circular cross-sectional shapes having circular holes, respectively, and the upper sides of these hollow portions 35 and 36, respectively. The water expansion index member 34 is coupled to the arc surface.
또, 도 4는 본 고안의 제 4 실시예로서, 복합지수판(4)는 지수판본체(41)의 중앙에는 사각구멍을 갖는 사각단면의 중앙중공부(42)가 형성 되어 있고 중앙중공부(42) 양측에는 다수의 T형 지수날개(43)들이 형성 되어져 있다. In addition, Figure 4 is a fourth embodiment of the present invention, the composite index plate 4 is formed in the center of the index plate body 41, the central hollow portion 42 of the rectangular cross section having a square hole is formed on both sides of the central hollow portion 42 There are a number of T-shaped index wing 43 is formed.
상기 T형 지수날개(43)에는 선택적으로 수팽창지수부재(44)들이 결합 되어 있다.The water-expandable index member 44 is selectively coupled to the T-shaped index wing 43.
또, 도 5는 본 고안의 제 5 실시예로서, 복합지수판(5)는 지수판본체(51) 중앙에는 오각구멍을 갖는 오각형상의 중앙중공부(52)가 형성 되어져 있고, 상기 지수판본체(51) 양단부에는 날개형상의 수팽창지수부재(54)들이 부착되어 있다. 5 is a fifth embodiment of the present invention, wherein the composite index plate 5 has a central hollow portion 52 having a pentagonal shape having a pentagonal hole at the center of the index plate body 51, and both ends of the index plate body 51. The wing-shaped water expansion index members 54 are attached.
상기 오각형 중앙중공부(52)와 수팽창지수부재(54)들 사이에는 지수날개(53)들이 상하 한쌍으로 형성 되어 있다. Between the pentagonal central hollow portion 52 and the water expansion index member 54, index blades 53 are formed in a pair of upper and lower sides.
이러한 본 고안은 도 1과 같은 제 1 실시예의 복합지수판(1)을 시공 할 때는 도 6와 같이 U 벌브형 중앙중공부(12)를 중심으로 일측에 1차콘크리트를 타설하여 선타설부(7)를 형성한다. When the composite index plate 1 of the first embodiment as shown in FIG. 1 is constructed, the present invention places the primary concrete on one side of the U bulb-type central hollow portion 12 as shown in FIG. To form.
이후, 선타설부(7)가 굳게되면 U 벌브형 중앙중공부(12)의 나머지 부분에 2차 타설을 행하면 완료 되는 것이다. Subsequently, when the preliminary casting portion 7 is hardened, secondary casting is performed to the remaining portion of the U bulb-type central hollow portion 12 to be completed.
이러한 상태에서 예기치 않게 선타설부(7)와 이어진 후타설부와의 사이 이음매에 누수가 생기게 되면 도 7과 같이 이음매 틈새 사이로 흐르는 물(6)은 수직의 지수날개(13)로 저지를 당하면서 수팽창지수부재(14)로 스며들게 되고 수팽창지수부재(14)는 고유 특성에 의하여 물을 먹을 시 약 4배로 팽창되어 수팽창부(14a)를 형성하여 물길 틈새를 막게되는 것이다. In such a state, if a leak occurs in the joint between the first placing part 7 and the subsequent pouring part, the water 6 flowing between the gaps of the seam is blocked by the vertical exponential wing 13 as shown in FIG. The water-expansion index member 14 is soaked into the water-dispersing member 14, and the water-expansion index member 14 is expanded by about four times when water is eaten by inherent characteristics, thereby forming a water-expansion portion 14a to prevent water gaps.
그러므로 선타설부(7)와 이음되는 후타설부와의 이음매에서 누수되는 현상을 원천적으로 차단할 수 있는 것이다. Therefore, it is possible to fundamentally block the phenomenon of water leakage in the joint between the first pour portion (7) and the after pour portion.
또, 도 2 내지 도 5와 같은 제 2 내지 제 5의 복합수지판(2,3,4,5)들은 상기와 같은 제 1 실시예의 복합수지판(1)과 동일한 작용을 한다. In addition, the second to fifth composite resin plates 2, 3, 4 and 5 as shown in FIGS. 2 to 5 have the same function as the composite resin plate 1 of the first embodiment.
일례로, 이들 제 2 내지 제 5 복합수지판(2∼5)들은 상기와 같은 방법으로 선후 타설이 완료되면 제 2 내지 제 5의 복합지수판(2,3,4,5)은 양단의 수팽창지수부재 (24,34,,44,54)들이 지수날개(23,33,43,53)들을 넘어온 물에 의하여 자기 부피의 약 4배정도 팽창되고 이들은 이음매 공극을 원천적으로 막게되어 물의 흐름이 차단되는 것이다. For example, when the second and fifth composite resin plates 2 to 5 are finished in the same manner as described above, the second to fifth composite resin plates 2, 3, 4, and 5 are water-expanded at both ends. The exponent members 24, 34, 44, 54 are expanded about four times their own volume by the water over the exponent wings 23, 33, 43, 53, and they block the seam voids and block the flow of water. will be.
또, 도 4의 제 4 실시예의 경우에는 역시 지수날개(43) 상측에 결합시킨 수팽창지수부재(44)가 팽창하여 선후타설부간의 이음매로 누수되는 물을 차단하게 되는 것이다.In addition, in the case of the fourth embodiment of FIG. 4, the water-expandable index member 44 coupled to the upper side of the index blade 43 also expands to block the water leaked by the joint between the post-pouring parts.
이와같은 본 고안은 지수날개들이 1차적으로 누수를 지연 차단 시키면서 2차적으로 수팽창지수부재들에 의하여 물길을 완전차단 하므로 이러한 이음매 부분의 누수 방지 시공을 양호하게 이룰 수 있다.The present invention as described above can achieve a good leak prevention construction of the joint part because the index blades completely block the water by the water-expansion index members while blocking the leak primarily.
이러한 본 고안은 종래의 일반시공 죠인트용 수지 지수판의 역할과 함께 수팽창 지수부재에 의한 이중 지수 성능을 갖게 되어 콘크리트 시공시 선후타설부간의 이음매 누수 현상을 원천적으로 없앨 수 있다. This invention has a double index performance by the water expansion index member together with the role of the conventional resin index plate for general construction joints can eliminate the phenomenon of seam leakage between the post-pouring portion during concrete construction.
또, 본 고안은 종래 지수판의 이음부위에서 연결 불량으로 인한 누수를 연결 커플링을 사용하여 지수 할 수 있고, 누수시 수팽창 지수부재에 의한 콘크리트와 지수판과의 공극 충전으로 이중 지수를 행 할 수 있어 누수가 원천적으로 방지되며, 작은크기로 콘크리트 타설시 휘거나 꺽임에 의한 미충전 현상을 사전에 방지할 수 있다.In addition, the present invention can index the leakage due to poor connection at the joint part of the conventional index plate by using the coupling coupling, and double leakage index can be performed by filling the air gap between the concrete and the index plate by the water expansion index member at the time of leakage. As a result, leakage is prevented at the source, and it is possible to prevent unfilled phenomenon due to bending or bending when placing concrete in small size.
도 1은 본 고안에 의한 복합지수판의 일 실시예도 1 is an embodiment of a composite index plate according to the present invention
도 2는 본 고안의 제 2 실시예도 2 is a second embodiment of the present invention
도 3은 본 고안의 제 3 실시예도 3 is a third embodiment of the present invention
도 4는 본 고안의 제 4 실시예도 4 is a fourth embodiment of the present invention.
도 5는 본 고안의 제 5 실시예도 5 is a fifth embodiment of the present invention
도 6은 본 고안의 사용 상태도 6 is a state diagram used in the present invention
도 7은 본 고안의 작용효과를 나타낸 참고도 7 is a reference diagram showing the effect of the present invention
<도면의 주요부분에 대한 부호설명><Code Description of Main Parts of Drawing>
1,2,3,4,5:복합지수판 11,21,31,41,51:지수판본체1,2,3,4,5 Composite index plate 11,21,31,41,51 Index body
12,22,32,42,52:중앙중공부 13,23,33,43,53:지수날개12,22,32,42,52: Central Heavy Industries 13,23,33,43,53: Index Wings
14,24,34,44,54:수팽창지수부재 15:지수부재매입날개14, 24, 34, 44, 54: water expansion index member 15: index member embedded wing
25,26,35,36:양측중공부 25,26,35,36: Both sides hollow
Claims (2)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR20-2005-0027050U KR200402361Y1 (en) | 2005-09-20 | 2005-09-20 | Complex water protecting penel for construction of concreat |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR20-2005-0027050U KR200402361Y1 (en) | 2005-09-20 | 2005-09-20 | Complex water protecting penel for construction of concreat |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| KR200402361Y1 true KR200402361Y1 (en) | 2005-11-29 |
Family
ID=43703343
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| KR20-2005-0027050U KR200402361Y1 (en) | 2005-09-20 | 2005-09-20 | Complex water protecting penel for construction of concreat |
Country Status (1)
| Country | Link |
|---|---|
| KR (1) | KR200402361Y1 (en) |
Cited By (8)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR200453560Y1 (en) | 2009-01-20 | 2011-05-13 | 대룡공업주식회사 | Joint profile for tunnel |
| KR101645224B1 (en) | 2016-01-27 | 2016-08-03 | (주) 유성화학 | The water-proofing plate |
| CN108677872A (en) * | 2018-06-13 | 2018-10-19 | 中铁十六局集团第三工程有限公司 | The changeover portion template sealing component and construction method that binder assembles in a kind of suitable water |
| CN110485725A (en) * | 2019-09-06 | 2019-11-22 | 深圳市建工集团股份有限公司 | Based on carbon fiber Screw arbor with nut at both-ends to draw fixed structure |
| KR102086110B1 (en) * | 2019-04-05 | 2020-03-06 | (주)에코이노텍 | Precast Concrete Culvert for Constructing The same |
| KR20200026467A (en) | 2018-09-03 | 2020-03-11 | 유병훈 | Precast concrete wall structure for underground using steel water-stop |
| KR20200117839A (en) * | 2020-01-15 | 2020-10-14 | (주)에코이노텍 | Precast Concrete Culvert and Method for Constructing The same |
| CN108677872B (en) * | 2018-06-13 | 2024-06-11 | 中铁十六局集团第三工程有限公司 | Transition section template water stop assembly suitable for assembly of underwater tie beam and construction method |
-
2005
- 2005-09-20 KR KR20-2005-0027050U patent/KR200402361Y1/en not_active IP Right Cessation
Cited By (9)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR200453560Y1 (en) | 2009-01-20 | 2011-05-13 | 대룡공업주식회사 | Joint profile for tunnel |
| KR101645224B1 (en) | 2016-01-27 | 2016-08-03 | (주) 유성화학 | The water-proofing plate |
| CN108677872A (en) * | 2018-06-13 | 2018-10-19 | 中铁十六局集团第三工程有限公司 | The changeover portion template sealing component and construction method that binder assembles in a kind of suitable water |
| CN108677872B (en) * | 2018-06-13 | 2024-06-11 | 中铁十六局集团第三工程有限公司 | Transition section template water stop assembly suitable for assembly of underwater tie beam and construction method |
| KR20200026467A (en) | 2018-09-03 | 2020-03-11 | 유병훈 | Precast concrete wall structure for underground using steel water-stop |
| KR102086110B1 (en) * | 2019-04-05 | 2020-03-06 | (주)에코이노텍 | Precast Concrete Culvert for Constructing The same |
| CN110485725A (en) * | 2019-09-06 | 2019-11-22 | 深圳市建工集团股份有限公司 | Based on carbon fiber Screw arbor with nut at both-ends to draw fixed structure |
| KR20200117839A (en) * | 2020-01-15 | 2020-10-14 | (주)에코이노텍 | Precast Concrete Culvert and Method for Constructing The same |
| KR102193147B1 (en) | 2020-01-15 | 2020-12-18 | (주)에코이노텍 | Precast Concrete Culvert and Method for Constructing The same |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| KR200402361Y1 (en) | Complex water protecting penel for construction of concreat | |
| KR102215515B1 (en) | Clamp for Connecting Precast | |
| KR102051495B1 (en) | Waterproof and root isolation sheet and construction method of the sam | |
| KR200179241Y1 (en) | Complex water protecting penel for construction of concreat | |
| KR102108976B1 (en) | Water stop plate | |
| KR101618085B1 (en) | Connecting joint structures of a girder | |
| CN103397600A (en) | Method for arranging water stops in box body jacking process | |
| CN105518232B (en) | Assembly unit and assembly including same | |
| JP2007138473A (en) | Earth retaining wall comprising prestressed concrete member | |
| CN206941658U (en) | The double water sealing structures of concrete extension joint | |
| US2687033A (en) | Blocks simulating log structure | |
| KR200230738Y1 (en) | The pile of obstructing water by using the concrete pile construct having the grout space | |
| CN207597443U (en) | A kind of prefabricated pipe gallery water sealing structure and piping lane | |
| KR101751824B1 (en) | Hybrid Poured Joint Filler | |
| CN211596828U (en) | Retaining wall building block structure | |
| JP7398611B2 (en) | Precast board connection structure and method | |
| KR101839681B1 (en) | Block set for revetment construction | |
| KR100396716B1 (en) | The method of obstructing water and The pile of obstructing water by using the concrete pile construct having the grout space | |
| KR100316850B1 (en) | Waterproofing structure at joints between precast concrete segment block | |
| KR20080006387U (en) | Concrete water-proofing plate | |
| KR101586801B1 (en) | Appatatus for rpair and reinforcement of concrete structure and method for rpair and reinforcement using the same | |
| KR102390977B1 (en) | Structure of water stop in concreting method | |
| JP2005188050A (en) | Heat insulating composite panel with venting layer, and external heat insulating method | |
| KR20100117971A (en) | Hybrid waterproof panel and waterproofing method using the same | |
| KR20120032371A (en) | Concavo-convex member for wall structure and construction method for wall used in the same |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| REGI | Registration of establishment | ||
| FPAY | Annual fee payment |
Payment date: 20121120 Year of fee payment: 8 |
|
| FPAY | Annual fee payment |
Payment date: 20131114 Year of fee payment: 9 |
|
| FPAY | Annual fee payment |
Payment date: 20141120 Year of fee payment: 10 |
|
| EXPY | Expiration of term |