KR20060083810A - Steel cross-beam and contruction method by using it - Google Patents

Abstract

The present invention relates to a steel beam, the steel beam according to the present invention, penetrates the side of the girder is installed on the upper portion of the pier is installed at regular intervals up and down a plurality of anchor bolts and concrete is integrated into the girder, the A through hole is formed to be fastened to the anchor bolt and the fastening portion is fastened to the side of the girder, the fixed portion consisting of an I or H shape formed with a flange and a web extending from the fastening portion and the extension portion of the fixing portion It is shaped as and characterized in that it consists of a connecting portion located between the fixing portion and interconnecting the fixing portion.

Accordingly, the present invention can shorten the air without the need for processes such as reinforcement, formwork installation, concrete placement, curing and dismantling work, and unlike the installation of concrete girder by conventional concrete placement, integrated with the girder Installation is easy by easily assembling the steel robo to the anchor bolt, and by combining the steel robo to the girder, it improves the attachment strength of the cross beam and enhances the unity with the girder, thereby reinforcing the rigidity of the structure. At the same time as the installation of the girder, the installation of a river robo has the advantage that unnecessary fall prevention facilities. In addition, the construction work is easy and there is no dismantling work of the formwork and the club, there is an effect to prevent the safety accident by considering the safety of the worker.

Gangarobo, construction method, anchor bolt, fixing part, connecting part

Description

Steel Cross-beam and Contruction Method by Using it}

1 is a perspective view showing a state in which the conventional concrete giraffe construction.

Figure 2 is a perspective view showing a schematic structure of the gangarobo according to the present invention.

Figure 3 is a perspective view showing a coupling state of the anchor bolt and the fixture according to the present invention.

Figure 4 is a perspective view showing a coupling state of the anchor bolt and the fixture using the fixing guide plate according to the present invention.

Figure 5 is a cross-sectional view showing a combined state of the gangarobo according to the present invention.

Figure 6 is an exploded view of the Kangarobo according to the present invention.

7 is a cross-sectional view showing a coupling state of the connecting portion according to an embodiment of the present invention.

8 is a cross-sectional view showing a coupling state of the connecting portion according to another embodiment of the present invention.

Figure 9 is a cross-sectional view showing a coupling state of the connecting portion according to another embodiment of the present invention.

10a to 10f is a cross-sectional view showing a construction state of the gangarobo according to the present invention.

** Description of the symbols for the main parts of the drawings **

10: pier 20: girder

30: anchor bolt 40: fixed part

41: fastening portion 41a: through hole

42: extension 42a: flange

42b: web 42c: fastener

50: connection part 50a: flange

50b: web 50c: fastener

51: reinforcing rib 52: connecting plate

52a: fastening hole 60: fixed guide plate

61: through hole 70: finishing plate

80: formwork

The present invention relates to a steel girder, and more particularly, to a steel girder for connecting and reinforcing girders and adjacent girders.

As is well known, the cross beam is a part that is installed after the girder is installed on the upper part of the piers or alternating bridges, and prevents the girder from falling and distributes the stress generated by horizontally distributing the force applied to each girder to adjacent main beams. This is an important structural part that plays a role in mitigating.

In general, a bridge constructed of a PSC beam or an eye PC beam structure has a cross beam 103 disposed at regular intervals between the girder 102 installed in the pier direction in the pier 101 or the top thereof, as shown in FIG. 1. It consists of a grid.

Conventionally, in order to connect the cross beams integrally to the girder 102, the girder 102 made of a ready-made material protrudes the connecting rebars with a predetermined length at a predetermined interval in cross section at a position where the cross beams 103 are joined, and later construction of the cross beams. Reinforcing bars forming cross-beams are connected to projected connecting reinforcing bars, and formwork and clubs are installed and concrete is then integrated.

As such, the girders 102 made of a ready-made material are manufactured in a state in which the connecting rebar is shortly exposed due to an installation problem in which a pier or shift is lifted up and mounted on the site. In this way, the girders 102 are connected to the reinforcing bars so that the reinforcing bars do not secure sufficient lap length, so after mounting the girders 102, the main bars of the cross beams 103 are connected to the connecting bars. You will work with the dragon.

At this time, welding is mainly performed in the reinforcement for the cross beam, the height of the pier is not only always exposed to the risk of safety accidents, but also difficult to weld, long working time, long air and excessive expenses There was a problem.

In addition, since the connecting reinforcing bar projecting from the girder uses high-strength reinforcing bars and mild steel reinforcing bars in the cross-beam reinforcing work, the quality of weldment and joint strength of reinforcing bars of different materials is not constant. There was a problem that the bond strength of the cross beam and the integrity of the structure is reduced. In addition, since the concrete surface to be joined to the cross beams is smoothly formed in the girder, there is a problem in that the structural strength of the cross beams is weak due to the weak adhesive strength of the cross beams due to the adhesive force of the concrete forming the girder and the concrete forming the cross beams. There was this.

In addition, since the process of forming formwork and copper bar, concrete placing and curing, and dismantling of the concrete to form concrete when forming cross beams, the process is complicated, the air becomes long, and the fall prevention facilities of the girder must be installed separately. There was this. In particular, since the weight of the formwork is heavy, there is a high risk of safety accidents occur during installation and dismantling work.

Therefore, the present invention has been made to solve the problems of the prior art as described above, the object of the present invention is to easily assemble the steel gabo on the anchor bolt integrated with the girder, easy installation work and shorten the air economically It is to provide a river robo and construction methods that can be constructed.

In addition, another object of the present invention is to provide a steel beam and a construction method thereof that firmly couples the steel beam to the girder to enhance the strength of the cross beam and the integrity of the structure.

In addition, another object of the present invention is to provide a strong robot and a construction method thereof that can prevent a safety accident in consideration of the safety of the worker.

Gangarobo according to the present invention for achieving the object as described above, a plurality of anchor bolts that are installed at regular intervals up and down through the side portion of the girder installed on the upper part of the pier, the concrete is installed on the girder, the anchor A through hole is formed to be fastened to the bolt and is fastened to the side of the girder, and a fastening part consisting of an I or H shape having a flange and a web and extending from the fastening part. It has the same shape and is located between the fixing portion is characterized in that consisting of a connecting portion for interconnecting the fixing portion.

In addition, the connecting portion of the present invention is characterized in that the joint of the fixed portion and the connecting portion by welding the web and the web of the fixed portion to each other.

In addition, the connection portion of the present invention is characterized in that a plurality of fastening holes are formed in the extended web is formed in the fastening hole corresponding to the fastening hole of the connecting plate in the web of the fixing portion is fastened to each other.

In addition, the present invention, the web of the fixing portion and the web of the connecting portion is formed with a plurality of fastening holes are connected to each other and further comprises a connecting plate formed with a plurality of fastening holes corresponding to the fastening hole, the outermost girder Characterized in that it further comprises a closing plate fastened to the outside of the anchor bolt is installed.

In addition, the connecting portion of the present invention is characterized in that a plurality of reinforcing ribs connecting the top and bottom of the web and the flange is formed.

In addition, the present invention is characterized in that it further comprises a fixing guide plate for fixing a plurality of anchor bolts when the concrete is poured to form the girder embedded in the girder.

In addition, the method of constructing the steel robo construction of the present invention comprises the steps of installing the formwork to form a girder, the step of placing through the anchor bolt at regular intervals up and down in the installed form in which the steel robo will be installed, and cast concrete and anchor bolts Forming a girder to be integrated, mounting the formed girder on the upper part of the piers, fastening the fixing part to the anchor bolt integrated into the mounted girder, and fastening the connecting part between the fastened fixing parts. Characterized in that the step consisting of.

In addition, the present invention is characterized in that it further comprises the step of fastening the closing plate to the anchor bolt located on the outer side of the outermost girder after the connecting portion connecting step.

In addition, the present invention is characterized in that it further comprises the step of fixing the anchor bolt using a fixing guide plate formed with a plurality of through holes in the step of placing the anchor bolt.

Hereinafter, with reference to the accompanying drawings the gangarobo according to the present invention having the configuration as described above in detail.

1 is a perspective view showing a state in which a conventional concrete crossbeam is constructed, Figure 2 is a perspective view showing a schematic structure of a steel beam according to the present invention, Figure 3 shows a coupling state of the anchor bolt and the fixture according to the present invention Figure 4 is a perspective view showing a coupling state of the anchor bolt and the fixture using a fixing guide plate according to the present invention, Figure 5 is a cross-sectional view showing a combined state of the gangarobo according to the present invention, Figure 6 This is an exploded view of Kangarobo by.

As shown, a plurality of anchor bolts 30, the anchor bolt 30 is fastened through the side portion of the girder 20 is installed on top of the pier 10 is concrete cast on the girder 20 It is composed of a fixing portion 40 is fastened and fixed to the side of the girder 20, the connecting portion 50 is located between the fixing portion and interconnecting the fixing portion.

The anchor bolt 30 penetrates the side portion of the girder 20 installed on the upper portion of the pier 10 and is installed at regular intervals up and down to be integrated with concrete in the girder 20. The anchor bolt 30 may be installed by coupling the middle of the anchor bolt (30) if the width of the girder 20 is wide. In addition, the anchor bolt 30 is fixed by preventing the flow of a plurality of anchor bolts 30 when the concrete is cast for forming the girder 20 and using a fixed guide plate 60 embedded in the girder 20 It is preferable.

The fixing part 40 is composed of a fastening part 41 which is fastened and fixed to the side of the girder 20, and an extension part 42 extending from the fastening part 41.

The fastening portion 41 is formed with a plurality of through holes 41a to be fastened to the anchor bolt 30 is fixed to the side of the girder 20.

The extension part 42 has an I or H shape in which the flange 42a and the web 42b are formed, and extends from the fastening part 41. The extension part 42 is connected to the connection part 50.

The connection part 50 is positioned between the extension parts 42 of the fixing part 40 and serves to connect the fixing parts 40 to each other, such as the extension part 42 of the fixing part 40. The flange 50a and the web 50b are formed in the shape. In addition, the connecting portion 50 is preferably formed with a plurality of reinforcing ribs 51 for connecting the upper and lower web 50b and the flange 50a to reinforce rigidity.

The connecting portion 50 is coupled to the coupling plate 52 and the web 50b by using the connecting plate 52 for connecting the web 50b of the extension portion 42 of the fixing portion 40 to each other. do.

The connecting portion 50 does not use the connecting plate 52 as shown in FIGS. 5 to 7 to connect between the extension portions 42 of the fixing portion 40, and the extended web 50b and the high The web 42b of the extension part 42 of the government part 40 is welded to each other to join the fixing part 40 and the connecting part 50 (see FIG. 8), or the extended web of the connecting part 50. A plurality of fastening holes 50c are formed in the 50b, and fastening holes 42c corresponding to the fastening holes 52a of the connecting plate 52 are formed in the web 42b of the fixing part 40 to each other. It may be tightened (see Fig. 9).

In addition, the present invention is preferably further provided with a closing plate 70 is fastened to the outside of the anchor bolt 30 is installed on the outermost girder 20.

10a to 10f is a cross-sectional view showing a construction state of the steel gabobo according to the present invention.

The configuration as described above is to construct a river robo in the following way.

First, the formwork 80 is installed so as to form the girder 20, and the anchor bolt 30 is disposed to pass through the installed formwork 80 at regular intervals up and down (FIG. 10A). At this time, since the anchor bolt 30 may flow when concrete is poured, the anchor bolt 30 is anchored using a fixed guide plate 60 having a plurality of through holes 61 formed therein so as to be fixed at the correct position. It is preferable to fix the bolt 30 (FIG. 10B). Subsequently, the concrete is poured into the formwork 80 to form the girder 20 so as to be integral with the anchor bolt 30, and the formed girder 20 is mounted on the upper portion of the piers 10. Subsequently, the fixing part 40 is fastened to the anchor bolt 30 integrated with the mounted girder 20. At this time, the fixing part 40 is fastened to the girder 20 formed to be integral with the anchor bolt 30 (FIG. 10c), and the girder 20 to which the fixing part 40 is fastened may be mounted on the upper part of the piers. (FIG. 10D). Next, the connection part 50 is fastened and connected between the extension parts 42 of the fixing part 40 fastened to the girder 20 (FIG. 10E). Subsequently, when the closing plate 70 is fastened to the anchor bolt 30 located at the outer side of the girder 20 located at the outermost side, the construction of the steel robo is completed.

As described above, according to the present invention, there is an effect that can shorten the air without the need for steps such as reinforcement, formwork installation, concrete placement, curing and dismantling work.

In addition, unlike the installation of concrete crossbeams by conventional concrete placing, easy installation work is easy by assembling the steel girders to the anchor bolts integrated with the girders, and improves the strength of the crossbeams by combining the steel girders firmly with the girders. It has the effect of reinforcing the rigidity of the structure by improving the integrity with the girder, and the installation of the gangaro robo at the same time as the installation of the girder has the advantage that unnecessary fall prevention facilities. In addition, there is an effect that the construction work is easy to prevent the safety accident by considering the safety of the worker.

Claims (9)

A plurality of anchor bolts penetrating the side portions of the girder installed at the upper part of the piers and installed at regular intervals up and down and concrete-installed on the girder; A through hole formed to be fastened to the anchor bolt and fastened to a side of the girder, and a fixed part including an I or H shape having a flange and a web and extending from the fastened part; And A connection part having the same shape as an extension part of the fixing part and positioned between the fixing parts to interconnect the fixing parts; Kangarobo, characterized in that consisting of. The method of claim 1, Gangarobo characterized in that it further comprises a fixed guide plate which is fixed to the plurality of anchor bolts when the concrete is poured to form the girder embedded in the girder. The method of claim 2, The connecting part is welded to each other by the extended web and the web of the fixing portion of the steel beam, characterized in that for coupling the fixing portion and the connecting portion. The method of claim 2, The connecting portion is formed by a plurality of fastening holes in the elongated web and the fastening hole corresponding to the fastening hole of the connecting plate is formed in the web of the fixing portion is characterized in that the fastening each other. The method of claim 2, The web of the fixing portion and the web of the connecting portion is formed by a plurality of fastening holes are connected to each other, and further comprising a connection plate formed with a plurality of fastening holes corresponding to the fastening hole. The method according to any one of claims 3 to 5, The connecting portion further comprises one or more selected from the finishing plate is connected to the top and bottom of the web and the flange is fastened to the outer side of the anchor bolt is installed on the plurality of reinforcement ribs or the outermost girder formed. I'm a river bank. Installing formwork to form girders, Arranging the anchor bolt through the installed formwork at regular intervals up and down, Placing concrete to form a girder to be integral with the anchor bolt, Mounting the formed girders on top of the piers, Fastening the fixing part to the anchor bolt integral to the mounted girder; and Gangarobo construction method comprising the step of connecting by connecting the connection between the fastened fixed portion. The method of claim 7, wherein Ganggabo construction method characterized in that further comprising the step of fixing the anchor bolt using a fixing guide plate formed with a plurality of through holes in the step of placing the anchor bolt. The method of claim 8, Kanggangbo construction method characterized in that it further comprises the step of fastening the closing plate to the anchor bolt located on the outer side of the outermost girder next to the connecting portion connecting step.

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