KR100412778B1 - Expansion joint for connecting slabs of a bridge structure - Google Patents
Expansion joint for connecting slabs of a bridge structure Download PDFInfo
- Publication number
- KR100412778B1 KR100412778B1 KR10-2001-0037557A KR20010037557A KR100412778B1 KR 100412778 B1 KR100412778 B1 KR 100412778B1 KR 20010037557 A KR20010037557 A KR 20010037557A KR 100412778 B1 KR100412778 B1 KR 100412778B1
- Authority
- KR
- South Korea
- Prior art keywords
- bridge
- upper plate
- expansion joint
- support
- coupled
- Prior art date
Links
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 20
- 230000000903 blocking effect Effects 0.000 claims abstract description 18
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims abstract description 11
- 125000006850 spacer group Chemical group 0.000 claims abstract description 10
- 239000000126 substance Substances 0.000 claims abstract description 5
- 230000000149 penetrating effect Effects 0.000 claims abstract description 4
- 230000002787 reinforcement Effects 0.000 claims abstract 2
- 230000008878 coupling Effects 0.000 claims description 20
- 238000010168 coupling process Methods 0.000 claims description 20
- 238000005859 coupling reaction Methods 0.000 claims description 20
- 239000000463 material Substances 0.000 claims description 12
- 238000000034 method Methods 0.000 claims description 6
- 230000008602 contraction Effects 0.000 abstract description 3
- 238000000926 separation method Methods 0.000 abstract description 3
- 230000008595 infiltration Effects 0.000 abstract 1
- 238000001764 infiltration Methods 0.000 abstract 1
- 238000012423 maintenance Methods 0.000 description 4
- 238000003466 welding Methods 0.000 description 4
- 229910000831 Steel Inorganic materials 0.000 description 2
- 238000004519 manufacturing process Methods 0.000 description 2
- 230000000630 rising effect Effects 0.000 description 2
- 239000010959 steel Substances 0.000 description 2
- 229920006328 Styrofoam Polymers 0.000 description 1
- 239000011358 absorbing material Substances 0.000 description 1
- 239000010425 asbestos Substances 0.000 description 1
- 238000004891 communication Methods 0.000 description 1
- 238000000748 compression moulding Methods 0.000 description 1
- 230000000694 effects Effects 0.000 description 1
- 239000013013 elastic material Substances 0.000 description 1
- 239000002657 fibrous material Substances 0.000 description 1
- 238000009434 installation Methods 0.000 description 1
- 239000007769 metal material Substances 0.000 description 1
- 230000035515 penetration Effects 0.000 description 1
- 230000006903 response to temperature Effects 0.000 description 1
- 229910052895 riebeckite Inorganic materials 0.000 description 1
- 238000004904 shortening Methods 0.000 description 1
- 239000008261 styrofoam Substances 0.000 description 1
- 238000004073 vulcanization Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/06—Arrangement, construction or bridging of expansion joints
- E01D19/065—Joints having sliding plates
-
- 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
- E01C11/00—Details of pavings
- E01C11/02—Arrangement or construction of joints; Methods of making joints; Packing for joints
-
- E—FIXED CONSTRUCTIONS
- E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
- E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
- E01D19/00—Structural or constructional details of bridges
- E01D19/08—Damp-proof or other insulating layers; Drainage arrangements or devices ; Bridge deck surfacings
- E01D19/086—Drainage arrangements or devices
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Bridges Or Land Bridges (AREA)
- Road Paving Structures (AREA)
Abstract
본 발명은, 유간을 두고 상호 연접되는 한 쌍의 교량상판에 설치되는 교량용 신축이음장치에 관한 것으로서, 유간을 사이에 두고 각 교량상판 내에 각각 매입되는 한 쌍의 지지부와; 교량상판과 거의 나란하도록 각 지지부의 상측에 배치되며 내측에 상호 결합되는 연속적인 파형을 갖는 한 쌍의 상판부재와; 지지부와 상판부재 사이에 배치되어 상판부재로부터 유간으로 물을 포함한 이물질이 침투하는 것을 방지하는 이물차단부재와; 지지부가 매입되는 그라우팅 수용부와; 그라우팅 수용부의 바닥면으로부터 지지부를 소정 길이 이격시키는 이격부재와; 지지부에 결합되어 그라우팅 수용부에 일체로 매입되며 철근이 결합되는 복수의 앵커를 포함하며, 앵커에는 하단으로부터 상측을 향해 절취된 철근수용부가 형성되어 있는 것을 특징으로 한다. 이에 의하여, 신축작용을 원활하게 수행하면서도 이격간격 사이로 물을 포함한 이물질이 침투되는 것을 효과적으로 방지할 수 있도록 한 교량용 신축이음장치가 제공된다.The present invention relates to a bridge expansion and contraction apparatus installed on a pair of bridge decks connected to each other with a clearance, comprising: a pair of support portions each embedded in each bridge deck with a clearance between; A pair of top plate members disposed on an upper side of each support part to be substantially parallel to the bridge top plate and having a continuous wave shape coupled to each other inside; A foreign matter blocking member disposed between the support and the upper plate member to prevent foreign substances including water from penetrating from the upper plate member; A grouting receiving portion in which the supporting portion is embedded; A spacer member spaced apart from the bottom surface of the grouting receiving portion by a predetermined length; It is coupled to the support portion is integrally embedded in the grouting receiving portion and includes a plurality of anchors are coupled to the reinforcement, the anchor is characterized in that the reinforcing receptacle cut out from the bottom toward the upper side is formed. As a result, there is provided an expansion joint device for a bridge that can effectively prevent the infiltration of foreign substances including water between the separation intervals while smoothly performing the stretching operation.
Description
본 발명은, 교량용 신축이음장치용에 관한 것이다.The present invention relates to an expansion joint device for bridges.
교량 구조물은 온도변화 및 하중에 따라서 팽창하고 수축된다. 그러므로 일정한 길이 이상으로 건설되는 교량 구조물, 특히 상부구조물은 일정 길이마다 적정한 간격(일반적으로 "유간"이라 함)을 가지고 있다. 이러한 유간에는 자세히 후술할 신축이음장치가 설치되는데, 신축이음장치로 인해 교량의 상부구조물이 손상되는 것이 방지되고, 차량이 원활하게 주행한다.Bridge structures expand and contract in response to temperature changes and loads. Therefore, bridge structures, especially superstructures, that are built over a certain length, have a reasonable spacing (generally called "gap") for each length. Such a clearance is provided with expansion joints to be described in detail below, the expansion joint is prevented from damaging the upper structure of the bridge, the vehicle runs smoothly.
그러나 무수히 공지된 교량용 신축이음장치는 상부구조물의 수축 및 팽창에 따라 유연하게 신축되기는 하나, 물의 침투를 저지하는데는 구조적으로 취약하다. 결국, 종래에는 이물질, 특히 물이 유간으로 침투하여 교량 하부구조물인 교좌장치에 스며들므로써, 교량 하부구조물을 부식시키고 그 수명을 단축시키게 되는 문제점을 야기시킨다.However, a myriad of known expansion joints for bridges are flexibly stretched according to the contraction and expansion of the superstructure, but are structurally weak in preventing the penetration of water. As a result, in the past, foreign matter, in particular, water penetrates into the oil gap and penetrates into the bridge device, which is a bridge substructure, causing a problem of corroding the bridge substructure and shortening its lifespan.
또한, 제품의 높이가 높은 단점이 있으며, 별도의 금형 작업 없이는 제품을 생산할 수 없는 단점이 있다. 또한, 금형에 의해 신축이음장치가 일체로 제조되는 것이 보통이므로 부분적인 유지보수 작업이 어렵다는 단점이 있다.In addition, there is a disadvantage that the height of the product is high, there is a disadvantage that can not produce the product without a separate mold operation. In addition, since the expansion joint is usually manufactured integrally by a mold, there is a disadvantage in that partial maintenance work is difficult.
따라서, 본 발명의 목적은, 신축작용을 원활하게 수행하면서도 이격간격 사이로 물을 포함한 이물질이 침투되는 것을 효과적으로 방지할 수 있도록 한 교량용 신축이음장치를 제공하는 것이다.Accordingly, an object of the present invention is to provide an expansion joint device for a bridge that can effectively prevent the foreign matter, including water, penetrates between the separation intervals while performing the stretching operation smoothly.
또한, 금형이 없이도 제조할 수 있어 부분적인 유지보수 작업이 수월하며, 그라우팅 수용부의 깊이에 맞추어 적절하게 높이를 조절할 수 있도록 한 교량용 신축이음장치를 제공하는 것이다.In addition, it is possible to manufacture without a mold to facilitate partial maintenance work, and to provide a new expansion joint for the bridge to adjust the height according to the depth of the grouting receiving portion.
도 1은 본 발명에 따른 교량용 신축이음장치의 사시도,1 is a perspective view of a expansion joint device for a bridge according to the present invention,
도 2는 도 1의 분해 사시도,2 is an exploded perspective view of FIG. 1;
도 3 및 도 4는 각각 신축이음장치의 정면도 및 측면도,3 and 4 are respectively a front view and a side view of the expansion joint device,
도 5는 교량용 신축이음장치의 설치상태의 부분 단면도이다.5 is a partial cross-sectional view of the installation state of the expansion joint device for bridges.
* 도면의 주요 부분에 대한 부호의 설명* Explanation of symbols for the main parts of the drawings
10,10a : 교량상판 20,20a : 지지부10,10a: Bridge deck 20,20a: Support part
30,30a : 상판부재 40 : 이물차단부재30,30a: upper plate member 40: foreign material blocking member
47 : 보강부재 60 : 앵커47: reinforcing member 60: anchor
상기 목적은, 본 발명에 따라, 유간을 두고 상호 연접되는 한 쌍의 교량상판에 설치되는 교량용 신축이음장치에 있어서, 상기 유간을 사이에 두고 상기 각 교량상판 내에 각각 매입되는 한 쌍의 지지부와; 상기 교량상판과 거의 나란하도록 상기 각 지지부의 상측에 배치되며 내측에 상호 결합되는 연속적인 파형을 갖는 한 쌍의 상판부재와; 상기 지지부와 상기 상판부재 사이에 배치되어 상기 상판부재로부터 상기 유간으로 물을 포함한 이물질이 침투하는 것을 방지하는 이물차단부재를 포함하는 것을 특징으로 하는 교량용 신축이음장치에 의해 달성된다.According to the present invention, in the expansion joint device for bridges provided in a pair of bridge decks connected to each other with a clearance between, a pair of support portions embedded in each of the bridge decks with the clearance between ; A pair of top plate members disposed on an upper side of each of the support portions to be substantially parallel to the bridge top plate, and having a continuous waveform coupled to each other inside; Is disposed between the support and the upper plate member is achieved by the expansion joint device for a bridge, characterized in that it comprises a foreign matter blocking member to prevent foreign substances including water from the upper plate member to penetrate.
여기서, 상기 이물차단부재는 상기 각 지지부와 상기 각 상판부재 사이에 결합되는 결합부와, 상기 결합부에 연장형성되어 상기 유간에 배치되는 만곡부를 포함한다.Here, the foreign material blocking member includes a coupling portion coupled between each of the support portions and each of the upper plate members, and a curved portion extending from the coupling portion and disposed in the oil passage.
상기 이물차단부재 내에는 보강부재가 개재되는 것이 고무로 제조되는 이물차단부재가 파손되는 것을 방지할 수 있다. 상기 만곡부는 상기 유간을 하측을 향해 굴곡되어 있다.It is possible to prevent the foreign matter blocking member made of rubber that the reinforcing member is interposed in the foreign material blocking member. The said curved part bends the said clearance gap toward the lower side.
한편, 상기 각 상판부재, 상기 각 결합부 및 상기 각 지지부를 일체로 결합시키는 결합수단을 더 포함하는 것이 금형 없이 신축이음장치를 제조하는 방편이 된다. 이 때, 상기 결합수단은, 상기 각 상판부재, 상기 각 결합부 및 상기 각 지지부의 판면에 동축선을 가지고 일체로 관통형성된 복수의 볼트공과, 상기 볼트공으로 삽입되는 고정스크루를 포함한다.On the other hand, it further comprises a coupling means for integrally coupling each of the upper plate member, each coupling portion and each support portion is a way to manufacture the expansion joint device without a mold. At this time, the coupling means includes a plurality of bolt holes integrally formed through the coaxial line on the plate surface of each of the upper plate member, the respective coupling portion and the support portion, and a fixing screw inserted into the bolt hole.
상기 지지부가 매입되는 그라우팅 수용부를 더 포함하며, 상기 그라우팅 수용부의 바닥면으로부터 상기 지지부를 소정 길이 이격시키는 이격부재를 더 마련할 수 있다.The support part may further include a grouting accommodating part, and may further include a spacer member spaced apart from the bottom surface of the grouting accommodating part by a predetermined length.
상기 지지부에 결합되어 상기 그라우팅 수용부에 일체로 매입되며 철근이 결합되는 복수의 앵커를 더 포함한다. 상기 앵커에는 하단으로부터 상측을 향해 절취된 철근수용부가 형성되어 있는 것이 철근이 솟아오르는 것을 방지하는데 유리하다.It is coupled to the support portion is integrally embedded in the grouting receiving portion further comprises a plurality of anchors are coupled to the reinforcing bar. It is advantageous that the anchor is provided with a reinforcing bar portion cut upward from the lower end to prevent the reinforcing bar from rising.
이하에서는 첨부된 도면을 참조하여 본 발명에 대하여 상세히 설명한다.Hereinafter, with reference to the accompanying drawings will be described in detail with respect to the present invention.
교량용 신축이음장치는 유간(H)을 두고 상호 연접되는 한 쌍의 교량상판(10,10a)에 설치된다. 본 발명에 따른 교량용 신축이음장치는 도 1 및 도 2에 도시된 바와 같이, 유간(H)을 사이에 두고 그라우팅 수용부(D)(도 5 참조)에 각각 매입되는 한 쌍의 지지부(20,20a)와, 각 지지부(20,20a)의 상측에 교량상판(10,10a)과 나란하게 배치되는 상판부재(30,30a)와, 지지부(20,20a)와 상기 상판부재(30,30a) 사이에 배치되어 상기 상판부재(30,30a)로부터 상기 유간(H)으로 물을 포함한 이물질이 침투하는 것을 방지하는 이물차단부재(40)를 포함한다.The bridge expansion joint is installed on a pair of bridge top plates 10 and 10a connected to each other with a clearance H. Bridge expansion and contraction apparatus according to the present invention, as shown in Figures 1 and 2, a pair of supports 20, each embedded in the grouting receiving portion (D) (see Fig. 5) with a clearance gap H therebetween. 20a, top plate members 30 and 30a disposed in parallel with the bridge top plates 10 and 10a on the upper sides of the support portions 20 and 20a, the support portions 20 and 20a and the top plate members 30 and 30a. And a foreign material blocking member 40 disposed between the upper plate members 30 and 30a to prevent foreign substances including water from penetrating into the oil gap H.
지지부(20,20a)의 하측에는 도 3에 도시된 바와 같이, 그라우팅 수용부(D)의 바닥면으로부터 지지부(20,20a)를 소정 길이 이격시키는 이격부재(50,51)가 마련된다. 본 실시예에서 이격부재(50,51)로는 지지부(20,20a)의 하단으로부터 하측을 향해 돌출된 앵커볼트(50)와 거의 "Ｈ"형강 등을 이용할 수 있는 거의 "??"자 형상의 챤넬(51)을 이용하고 있다. 이러한 이격부재(50,51)는 그라우팅 수용부(D)의 깊이에 맞추어 그 길이를 적절하게 조절할 수 있다. 특히, 그라우팅 수용부(D)의 깊이가 낮을 경우, 짧은 이격부재(50,51)를 사용함으로써 신축이음장치를 용이하게 설치할 수 있게 된다. 이격부재(50,51)는 지지부(20,20a)에 볼트 결합에 의해 결합될 수도 있으나, 본 실시예에서는 용접에 의해 지지부(20,20a)에 결합되도록 하고 있다.As shown in FIG. 3, spacers 50 and 51 are provided below the support parts 20 and 20a to space the support parts 20 and 20a from the bottom surface of the grouting receiving part D by a predetermined length. In the present embodiment, as the spacers 50 and 51, the anchor bolt 50 protruding downwardly from the lower ends of the supporting parts 20 and 20a and an almost “H” shaped steel that can use almost “H” shaped steel or the like can be used. Chanel (51) is used. These spacers 50 and 51 can be appropriately adjusted to the length of the grouting receiving portion (D). In particular, when the depth of the grouting receiving portion (D) is low, it is possible to easily install the expansion joint device by using the short spaced members (50, 51). The spacers 50 and 51 may be coupled to the support portions 20 and 20a by bolts, but in this embodiment, the spacers 50 and 51 are coupled to the support portions 20 and 20a by welding.
지지부(20,20a)의 하부에는 인접 배치된 다른 신축 이음장치(미도시)와 연속적으로 결합될 수 있도록 접속편(22)이 마련되어 있다. 접속편(22)에는 도시 않은 볼트가 삽입될 수 있도록 판면에 관통공이 형성되어 있다. 그러나, 접속편(22)은 반드시 도 2의 형상을 가질 필요는 없으며, 볼트를 수용지지할 수 있도록 하향 함몰될 수도 있다. 또한, 접속편(22)은 볼트를 수용지지할 수 있도록 측면으로부터 내측을 향해 함몰되어 있을 수도 있다.The lower part of the support part 20 and 20a is provided with the connection piece 22 so that it may be continuously combined with another expansion joint apparatus (not shown) arrange | positioned adjacently. The through piece is formed in the plate surface so that the bolt (not shown) can be inserted in the connecting piece 22. However, the connecting piece 22 does not necessarily have to have the shape of FIG. 2 and may be recessed downward to accommodate the bolt. In addition, the connecting piece 22 may be recessed inward from the side so as to accommodate the bolt.
지지부(20,20a)의 측부에는 도 4에 도시된 바와 같이, 그라우팅 수용부(D)에 일체로 매입되는 복수의 앵커(60)가 마련되어 있다. 앵커(60)는 금속재질로 형성되며, 하측 연부에는 철근(62)이 수용되어 지지될 수 있도록 상향 절취된 복수의 철근수용부(61)가 형성되어 있다. 이 때, 철근수용부(61)는 일측으로 편심되게 절취된 형상을 이루고 있다. 이처럼 철근수용부(61)가 상향 절취되도록 함으로써, 철근수용부(61)에 수용된 철근(62)이 상측으로 솟아오르는 것을 방지할 수 있다.As shown in FIG. 4, a plurality of anchors 60 integrally embedded in the grouting receiving portion D are provided on the side portions of the support portions 20 and 20a. Anchor 60 is formed of a metal material, the lower edge portion is formed with a plurality of reinforcing bar accommodating portion 61 is cut upward to accommodate the reinforcing bar 62 is supported. At this time, the reinforcing bar 61 is eccentrically cut to one side. As the rebar accommodating portion 61 is cut upward, the reinforcing bar 62 accommodated in the rebar accommodating portion 61 may be prevented from rising upward.
여기서, 앵커(60)는 반드시 도 2의 형상을 따를 필요는 없으며, 경우에 따라서는, 긴 봉으로 대용할 수도 있다. 또한, 상단으로부터 하부로 절취된 철근수용부를 갖는 앵커(60)로 이용할 수 있으며, 내부에 관통공이 형성된 앵커(60)로 이용할 수도 있다.Here, the anchor 60 does not necessarily have to follow the shape of FIG. 2, and may substitute by a long rod in some cases. In addition, it can be used as an anchor 60 having a reinforcing bar receiving portion cut from the top to the bottom, and can also be used as an anchor 60 with a through hole formed therein.
상판부재(30,30a)는 유간(H)을 사이에 두고 지지부(20,20a)의 상부에 각각 마련된다. 상판부재(30,30a)의 내측 연부에는 연속적인 파형상이 형성되어 있다. 이러한 상판부재(30,30a)를 갖는 신축이음장치를 소위, 핑커 타입이라 부르기도 한다. 상판부재(30,30a)의 양 단부에는 이웃된 상판부재(미도시)와의 결합을 위해 상호 연설되는 방향을 따라 요철부(32,34)가 형성되어 있다.The upper plate members 30 and 30a are respectively provided on the upper portions of the support portions 20 and 20a with the oil gap H therebetween. On the inner edge of the upper plate members 30 and 30a, a continuous wave shape is formed. The expansion joint device having such top plate members 30 and 30a is also called a pinker type. Uneven parts 32 and 34 are formed at both ends of the upper plate members 30 and 30a along directions that are mutually spoken for coupling with neighboring upper plate members (not shown).
지지부(20,20a)와 상판부재(30,30a) 사이에는 상판부재(30,30a)로부터 유간(H)으로 물을 포함한 이물질이 침투하는 것을 방지할 뿐만 아니라 상판부재(30,30a)의 신축을 돕는 이물차단부재(40)가 마련되어 있다. 고무 등의 탄성재질로 형성되는 이물차단부재(40)는 각 지지부(20,20a)와 각 상판부재(30,30a) 사이에 결합되는 결합부(44,44a)와, 결합부(44,44a)에 일체로 연장형성되어 유간(H)에 배치되는 만곡부(42)를 포함한다.Between the support parts 20 and 20a and the top plate members 30 and 30a, the foreign material including water from the top plate members 30 and 30a is prevented from penetrating into the oil gap H, and the top and bottom members 30 and 30a are stretched. The foreign matter blocking member 40 is provided to help. The foreign material blocking member 40 formed of an elastic material such as rubber includes coupling parts 44 and 44a coupled between the support parts 20 and 20a and the upper plate members 30 and 30a, and coupling parts 44 and 44a. It includes a curved portion 42 is formed integrally extending in the () and the oil gap (H).
이 때, 만곡부(42)는 물의 배수를 위해 유간(H)을 하측을 향해 거의 "Ｕ"자 형태로 굴곡되어 있다. 이 때, 굴곡 형상은 반드시 "Ｕ"자 형태를 취할 필요는 없으며, "Ｗ"나 "Ｖ"자 형태를 포함하여 여타의 굴곡 곡선 형태를 이룰 수 있다. 그리고, 상호 연설되는 각 신축이음장치 중 최후에 배치되는 신축이음장치의 만곡부(미도시)에는 배수장치(미도시)를 설치하는 것이 바람직하다.At this time, the curved portion 42 is bent in a substantially "Ｕ" shape toward the lower side of the oil gap H for draining the water. At this time, the bent shape does not necessarily have to take the shape of "Ｕ", but may have other bend curve forms including the "Ｗ" or "Ｖ" shape. In addition, it is preferable to install a drainage device (not shown) in the curved portion (not shown) of the expansion joint device disposed last among the expansion joint devices that are mutually addressed.
이물차단부재(40)는 전체적으로 판상으로 형성되며, 내부에는 도 2에 확대 도시된 바와 같이, 판상의 보강부재(47)가 개재되어 있다. 보강부재(47)는 석면 및 섬유재질 등으로 형성될 수 있으며, 잦은 신축으로 인해 이물차단부재(40)가 부분적으로 끊어지는 것을 방지한다. 보강부재(47)는 압축성형 혹은, 프레스가황 등에 의해 이물차단부재(40)에 일체로 형성될 수 있다.The foreign material blocking member 40 is formed in a plate shape as a whole, and as shown enlarged in FIG. 2, a plate-shaped reinforcing member 47 is interposed therebetween. The reinforcing member 47 may be formed of asbestos, a fiber material, or the like, and prevents the foreign material blocking member 40 from being partially broken due to frequent stretching. The reinforcing member 47 may be integrally formed with the foreign material blocking member 40 by compression molding or press vulcanization.
한편, 본 발명에서는 이물차단부재(40)를 포함하여, 상판부재(30,30a) 및 지지부(20,20a)를 일체로 결합시키는 결합수단(참조부호 생략)을 더 포함하고 있다.결합수단은, 별도의 금형이 없이도 본 신축이음장치를 제조할 수 있다는 효과를 제공한다.On the other hand, the present invention further comprises a coupling means (not shown) including the foreign matter blocking member 40 to integrally couple the upper plate members 30 and 30a and the support portions 20 and 20a. It provides the effect that the expansion joint can be manufactured without a separate mold.
결합수단은, 각 상판부재(30,30a), 각 결합부(44,44a) 및 각 지지부(20,20a)의 판면에 동축선을 가지고 일체로 관통형성된 복수의 볼트공(31,41,21)과, 볼트공(31,41,21)으로 삽입되는 고정스크루(45)를 포함한다. 이처럼, 각 상판부재(30,30a), 각 결합부(44,44a) 및 각 지지부(20,20a)가 스크루 결합될 수 있도록 함으로써, 부분적인 유지 보수작업이 용이하게 된다.The coupling means includes a plurality of bolt holes 31, 41 and 21 integrally formed through the coaxial lines on the plate surfaces of the upper plate members 30 and 30a, the engaging portions 44 and 44a and the supporting portions 20 and 20a. And a fixing screw 45 inserted into the bolt holes 31, 41, and 21. As such, by allowing the respective upper plate members 30 and 30a, the respective coupling parts 44 and 44a and the respective support parts 20 and 20a to be screwed together, partial maintenance work is facilitated.
이러한 구성을 갖는 신축이음장치를 설치하는 과정을 도 5를 참조하여 설명하면 다음과 같다.A process of installing the expansion joint having such a configuration will be described with reference to FIG. 5 as follows.
먼저, 신축이음장치를 부분적으로 결합시킨다. 즉, 지지부(20,20a)를 하측 및 측부에는 용접 등에 의해 이격부재(50,51) 및 앵커(60)를 결합시킨다. 이 때, 이격부재(50,51)의 높이는 그라우팅 수용부(D)의 높이에 맞추어 사용된다. 그런 다음, 지지부(20,20a)의 상부에 이물차단부재(40) 및 상판부재(30,30a)를 차례로 올려놓은 후, 지지부(20,20a), 이물차단부재(40) 및 상판부재(30,30a)에 상호 연통된 볼트공(21,41,31)으로 고정스크루(45)를 체결한다.First, the expansion joint is partially coupled. That is, the spacers 50 and 51 and the anchor 60 are coupled to the lower and side portions of the support parts 20 and 20a by welding or the like. At this time, the height of the spacer 50, 51 is used to match the height of the grouting receiving portion (D). Then, the foreign matter blocking member 40 and the upper plate members 30 and 30a are sequentially placed on the upper portions of the support parts 20 and 20a, and then the supporting parts 20 and 20a, the foreign material blocking member 40 and the upper plate member 30 are placed. Fasten the fixing screw 45 to the bolt holes 21, 41, and 31 in communication with each other.
이처럼 신축이음장치의 조립이 완료되면, 이격공간 사이에 스티로폼과 같은 흡음재(S)를 설치한 후, 그라우팅 수용부(D) 내에 신축이음장치를 배치한다. 그런 다음, 앵커(60)의 철근수용부(61)에 철근(62)을 배치한 후, 용접하고, 다시 각 철근(62)을 일체로 고정하는 보조부재(70)를 마련한다. 그런 연후에, 교량상판(10,10a)에 매입된 하부철근부(80)와 보조부재(70)를 용접에 의해 상호 고정시킨다.When the assembly of the expansion joint is completed as described above, the sound absorbing material (S) such as styrofoam is installed between the spaces, and the expansion joint is disposed in the grouting receiving portion (D). Then, after placing the reinforcing bar 62 in the reinforcing bar 61 of the anchor 60, welding, and again to provide an auxiliary member 70 for fixing each reinforcing bar 62 integrally. After such extension, the lower reinforcing bar portion 80 and the auxiliary member 70 embedded in the bridge top plates 10 and 10a are fixed to each other by welding.
다음, 그라우팅 수용부(D) 내로 그라우팅(G)을 타설한 후, 수평부재와 나란하게 아스콘을 마련함으로써, 용이하게 신축이음장치를 설치할 수 있다.Next, after pouring the grouting (G) into the grouting receiving portion (D), by providing an ascon parallel to the horizontal member, it is possible to easily install the expansion joint device.
이상 설명한 바와 같이, 본 발명에 따르면, 신축작용을 원활하게 수행하면서도 이격간격 사이로 물을 포함한 이물질이 침투되는 것을 효과적으로 방지할 수 있도록 한 교량용 신축이음장치가 제공된다.As described above, according to the present invention, there is provided an expansion joint device for a bridge that can effectively prevent the foreign matter, including water, penetrates between the separation intervals while performing the stretching operation smoothly.
또한, 금형이 없이도 제조할 수 있어 부분적인 유지보수 작업이 수월하며, 그라우팅 수용부의 깊이에 맞추어 적절하게 높이를 조절할 수 있도록 한 교량용 신축이음장치가 제공된다.In addition, it can be manufactured without a mold to facilitate partial maintenance work, there is provided a expansion joint device for the bridge to adjust the height according to the depth of the grouting receiving portion.
Claims (9)
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR10-2001-0037557A KR100412778B1 (en) | 2001-06-28 | 2001-06-28 | Expansion joint for connecting slabs of a bridge structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| KR10-2001-0037557A KR100412778B1 (en) | 2001-06-28 | 2001-06-28 | Expansion joint for connecting slabs of a bridge structure |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| KR20030001174A KR20030001174A (en) | 2003-01-06 |
| KR100412778B1 true KR100412778B1 (en) | 2003-12-31 |
Family
ID=27711845
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| KR10-2001-0037557A KR100412778B1 (en) | 2001-06-28 | 2001-06-28 | Expansion joint for connecting slabs of a bridge structure |
Country Status (1)
| Country | Link |
|---|---|
| KR (1) | KR100412778B1 (en) |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100696398B1 (en) * | 2005-04-22 | 2007-03-19 | (주)이알테크 | Expansion joint for highways, bridges and the like and assembling method for use the same |
| KR100714994B1 (en) * | 2006-03-15 | 2007-05-09 | 주식회사 예경산업개발 | Expansion and contraction joint apparatus for bridge structure |
| KR100921415B1 (en) | 2008-12-24 | 2009-10-14 | 진형건설(주) | Refraction-type expansion and construction joint apparatus for a bridge |
| KR100957039B1 (en) * | 2009-11-13 | 2010-05-13 | 진형건설(주) | Refraction-type expansion and construction joint apparatus for a bridge |
| KR101064193B1 (en) * | 2011-02-15 | 2011-09-14 | 주식회사 브리텍 | Articulation type expansion joint apparatus |
| KR101867240B1 (en) * | 2017-11-17 | 2018-06-12 | 최호일 | Bridge's expansion joint structure |
Families Citing this family (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100448485B1 (en) * | 2001-09-07 | 2004-09-13 | (주)엠피기술산업 | Expansion joint for connecting slabs of a bridge structure |
| KR100838829B1 (en) * | 2007-03-13 | 2008-06-17 | (주)영광산업개발 | Construction method of expantion jointing unit using prepacked concrete method |
| KR102119545B1 (en) * | 2019-01-10 | 2020-06-05 | 주식회사 예경산업개발 | Noiseless expansion joint device and manufacturing method therefor |
| KR102356049B1 (en) * | 2019-08-12 | 2022-01-26 | 포엠 주식회사 | Expansion joints for bridge |
| KR102504005B1 (en) * | 2022-04-08 | 2023-02-28 | 주식회사 세왕엔지니어링 | Expansion joint for connecting slabs using stud anchor and tooth anchor hybrid type and Bridge bearing apparatus using anchor for enhancing shear force and construction method thereof |
Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR200184726Y1 (en) * | 2000-01-04 | 2000-06-01 | 박중길 | Finger-type bridge expansion joint |
| KR200212300Y1 (en) * | 2000-09-01 | 2001-02-15 | 주식회사다산컨설턴트 | Flexible joint for a bridge |
| KR20010049057A (en) * | 1999-11-30 | 2001-06-15 | 김태숙 | Apparatus for connection slabs of bridge flexible |
-
2001
- 2001-06-28 KR KR10-2001-0037557A patent/KR100412778B1/en active IP Right Grant
Patent Citations (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR20010049057A (en) * | 1999-11-30 | 2001-06-15 | 김태숙 | Apparatus for connection slabs of bridge flexible |
| KR200184726Y1 (en) * | 2000-01-04 | 2000-06-01 | 박중길 | Finger-type bridge expansion joint |
| KR200212300Y1 (en) * | 2000-09-01 | 2001-02-15 | 주식회사다산컨설턴트 | Flexible joint for a bridge |
Cited By (6)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| KR100696398B1 (en) * | 2005-04-22 | 2007-03-19 | (주)이알테크 | Expansion joint for highways, bridges and the like and assembling method for use the same |
| KR100714994B1 (en) * | 2006-03-15 | 2007-05-09 | 주식회사 예경산업개발 | Expansion and contraction joint apparatus for bridge structure |
| KR100921415B1 (en) | 2008-12-24 | 2009-10-14 | 진형건설(주) | Refraction-type expansion and construction joint apparatus for a bridge |
| KR100957039B1 (en) * | 2009-11-13 | 2010-05-13 | 진형건설(주) | Refraction-type expansion and construction joint apparatus for a bridge |
| KR101064193B1 (en) * | 2011-02-15 | 2011-09-14 | 주식회사 브리텍 | Articulation type expansion joint apparatus |
| KR101867240B1 (en) * | 2017-11-17 | 2018-06-12 | 최호일 | Bridge's expansion joint structure |
Also Published As
| Publication number | Publication date |
|---|---|
| KR20030001174A (en) | 2003-01-06 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| KR100412778B1 (en) | Expansion joint for connecting slabs of a bridge structure | |
| KR101411895B1 (en) | Expansion joint of bridge and its execution method | |
| KR101053485B1 (en) | Expasnion joint device and execution method thereof | |
| KR101784721B1 (en) | bridge-type expansion joint device and its construction method which can easily replace a drainage sheet | |
| JP2009256873A (en) | Bridge equipped with precast cross girder and precast stringer, and its construction method | |
| KR100355091B1 (en) | Method for reinforcing resistance force of a bridge using a prefabricated bracket | |
| KR100720067B1 (en) | Construction method of composition beam for using arched plate | |
| KR20180125846A (en) | Slab joint construction method for bridges | |
| KR102094526B1 (en) | Bridge drainage system and construction method using the same | |
| KR101541465B1 (en) | The long-span slab system | |
| KR101699022B1 (en) | Embedded girder bridge construction method for continuous point part of pier | |
| KR100427909B1 (en) | An alternative bridge expansion joint for maintenance without breaking-up concrete | |
| KR101503394B1 (en) | Method of replacing a damaged rail in an expansion and contraction joint apparatus for a bridge | |
| KR100736858B1 (en) | Expansion jointing apparatus with drainpipe for a bridge and construction method thereof | |
| KR102139132B1 (en) | Steel form structure capable of adjusting the angle of end, and prestressed concrete beam manufactured thereby and construction method of bridge using the same | |
| KR101002231B1 (en) | Finger type expansion joint for bridges which used section steel and it's production and installation methods | |
| WO2007021078A1 (en) | Replaceable drainage device of expansion joint | |
| KR100566653B1 (en) | The middle point part continuous structure and the continuous method of prestressed concrete girder bridge | |
| KR20200081951A (en) | Bridge expansion joints with the improved installation and method thereof | |
| KR101559064B1 (en) | Expansion joint device and execution method thereof | |
| KR100564093B1 (en) | A flexible connection structure of a bridge using expandable rubber | |
| KR101914243B1 (en) | An expansion joint | |
| KR100225536B1 (en) | Expansion joint and its execution method | |
| KR100399279B1 (en) | Bridge expansion joint and repairing method for using the same | |
| KR100399278B1 (en) | Bridge expansion joint and repairing method for using the same |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| A201 | Request for examination | ||
| E902 | Notification of reason for refusal | ||
| E701 | Decision to grant or registration of patent right | ||
| GRNT | Written decision to grant | ||
| FPAY | Annual fee payment |
Payment date: 20121220 Year of fee payment: 10 |
|
| FPAY | Annual fee payment |
Payment date: 20131230 Year of fee payment: 11 |
|
| FPAY | Annual fee payment |
Payment date: 20141202 Year of fee payment: 12 |
|
| FPAY | Annual fee payment |
Payment date: 20151211 Year of fee payment: 13 |
|
| FPAY | Annual fee payment |
Payment date: 20161212 Year of fee payment: 14 |
|
| FPAY | Annual fee payment |
Payment date: 20180312 Year of fee payment: 15 |
|
| FPAY | Annual fee payment |
Payment date: 20181212 Year of fee payment: 16 |
|
| R401 | Registration of restoration |