KR100937642B1 - Connecting structure of steel pipe strut - Google Patents

Abstract

The present invention relates to a steel pipe reinforcement connection structure, more specifically, to prevent the collapse of the earth wall connecting the steel pipe reinforcement is installed between the H (pile) to the band, and the steel pipe reinforcement for connecting the steel pipe reinforcement and the steel pipe reinforcement mutually It relates to the connection structure.

Therefore, the present invention is different from the existing H-shaped steel for the braces used in the construction site, the rigidity without the distinction between the weak axis and steel shafts do not require a separate reinforcement, the installation of steel pipe braces is smooth and convenient construction of the soil barrier construction The construction is effective.

Steel pipe brace, connecting structure, connecting member, joint member, band

Description

{Connecting structure of steel pipe strut}

The present invention relates to a steel pipe reinforcement connection structure, more specifically, to prevent the collapse of the earth wall connecting the steel pipe reinforcement is installed between the H (pile) to the band, and the steel pipe reinforcement for connecting the steel pipe reinforcement and the steel pipe reinforcement mutually It relates to the connection structure.

At the construction site, after excavating the ground to build the foundation of basement, basement or concrete wall, the earthen wall is constructed to prevent the earth surface from collapse by earth pressure.

These mudstones are formed in the H pile installed on the ground at a predetermined interval to support the earthen wall to support the pit soil surface, and a plurality of bands are installed horizontally at regular intervals up and down on one side of the H pile, between the bands and the bands facing each other Bracing is installed horizontally at regular intervals.

In this case, when the spacing between H piles is relatively far apart, the brace and the brace are connected horizontally and are connected between the girdle and the girdle.

The support belt is maintained at a predetermined interval by the support, so that the earth wall withstands the earth pressure, and in this case, the connecting jack is connected between the belt and the support beam to closely contact the support wall installed in the direction of the earth wall. Is installed.

However, conventionally, H-beam is used as a brace, and when H-beam brace is connected, H-beam brace and base plate are welded, so when it is transported to the site, distortion of the base plate occurs, It is difficult to secure workers' safety, and there is a problem in that economic loss and construction delay are caused due to inconvenience of adjusting the length during recycling.

In addition, when using the H-beam as a brace, buckling occurs in the weak axis (Y-Y) direction of the H-beam brace, there was an inconvenience that must be installed in the horizontal and vertical reinforcement to reinforce it.

Therefore, there is no difference in stiffness regardless of the direction, and use a steel pipe brace having excellent compressive rigidity, and a new connection structure for the steel pipe brace is required.

The present invention has been made to solve the above-described problems, the present invention is a smooth connection of the steel pipe reinforcement has no difference in direction rigidity and excellent compression stiffness, to provide a simple and convenient steel pipe reinforcement structure for earthwork construction The purpose is.

According to a first embodiment of the present invention for achieving the above object, the steel pipe support structure is; A belt long and fixedly installed on the side of the thumb pile installed on the ground; A first steel pipe brace supporting the thumb pile coupled to the belt and having first and second through-holes formed at one end thereof; A cross reinforcement plate on which one side of the cross section is screwed together, a first base plate on which one side is forcibly coupled to the other side of the cross reinforcement plate, and a bottom side of the first steel pipe brace, which is forcibly coupled to the other side of the first base plate. A first lower band formed through a hemisphere and having a fifth through hole formed therein; and a sixth through hole formed by a sixth through hole formed on the first lower band and covering the upper hemisphere of one side of the first steel pipe brace mounted on the first lower band. A connection member composed of a first upper band; And matching the first through hole formed in the steel pipe support with the sixth through hole formed in the first upper band, and matching the second through hole formed in the steel pipe support with the fifth through hole formed in the first lower band. And a first fastening member for fastening through the sixth through hole, the first through hole, the second through hole, and the fifth through hole.

According to a second embodiment of the present invention, the steel pipe support structure is; A belt long and fixedly installed on the side of the thumb pile installed on the ground; A first steel pipe brace formed in a cylindrical shape to support the thumb pile coupled to the belt long; And a cross reinforcement plate on which one side of the cross section is screwed together, a first base plate on one side of which is forcibly coupled to the other side of the cross reinforcement plate, and one side of the first steel pipe support that is forcibly coupled to the other side of the first base plate. A first lower band having one lower end fastened by a first T-shaped screw coupling part and the other end fastened by a first hinge, and an upper half of a first steel pipe support mounted on the first lower band Covering the sphere, one end is fastened by the first lower band and the first T-shaped screw engaging portion and the other end is composed of a connecting member consisting of a first upper band fastened by the first lower band and the first hinge It is characterized by.

According to a third embodiment of the present invention, the steel pipe support structure is; A belt long and fixedly installed on the side of the thumb pile installed on the ground; A first steel pipe brace supporting the thumb pile coupled to the belt and being formed in a cylindrical shape and having first and second fastening pieces formed on one outer circumferential surface thereof by a bolt and a nut; And a cross reinforcement plate on which one side of the cross section is screwed together, a first base plate on one side of which is forcibly coupled to the other side of the cross reinforcement plate, and one side of the first steel pipe brace forcibly coupled to the other side of the first base plate. It is inserted and characterized in that consisting of a connecting member consisting of a first band formed on the outer circumferential surface and the fifth and sixth fastening pieces coupled to the first and second fastening pieces by bolts and nuts, respectively.

According to the fourth embodiment of the present invention, the steel pipe support structure is; A belt long and fixedly installed on the side of the thumb pile installed on the ground; A first steel pipe brace supporting the thumb pile coupled to the belt and having a cylindrical shape and having first and second through holes formed on one outer circumferential surface thereof by a bolt and a nut; Redunda threaded on one side of the strip and the thread, a first base plate forcibly coupled to the other side of the redundant, and is forcibly coupled to the other side of the first base plate is inserted into the first steel pipe brace and bolts and nuts on the outer peripheral surface A connecting member including a first band forming third and fourth through holes coupled by the first band; And matching the first through hole of the first steel pipe brace with the fourth through hole of the first band, and matching the second through hole of the first steel pipe brace with the third through hole of the first band. And a first fastening member for fastening through the first through hole, the fourth through hole, the third through hole, and the second through hole.

As described above, the present invention is different from the existing H-beams in the construction site used for the earthquake construction in the construction site, the stiffness without the distinction between the weak axis and the steel shaft does not need a separate reinforcement, smooth installation of the steel pipe bracing beams There is an effect that construction is simple and convenient.

Best Mode for Carrying Out the Invention Hereinafter, configurations and operations will be described with reference to the accompanying drawings.

1a to 1f is a steel pipe brace connection structure according to a first embodiment of the present invention.

1a to 1c is a side view, a plan view, and a cross-sectional view of the connecting member in the steel pipe support structure according to the first embodiment of the present invention, as shown in the steel pipe support structure according to the first embodiment is 100 and the first steel pipe brace 200 and the connecting member 300.

In addition, Figures 1d to 1f is a side view and a plan view of the joint member in the steel pipe brace connection structure according to the first embodiment of the present invention, as shown, the band 100, the first steel pipe brace 200 and The joint member 400 which connects the second steel pipe brace 800 and the first steel pipe brace 200 to be adjacent to the first steel pipe brace 200 to the steel pipe brace connection structure consisting of a connecting member 300 is further. It is preferable to comprise.

More specifically, the strip 100 is installed horizontally while maintaining a predetermined interval up and down on the side of the thumb pile is installed on the ground, the connecting member 300 is installed on the strip 100 and the connecting member 300 ) Is fastened to the first steel pipe brace 200 is fastened.

The first steel pipe support 200 has first and second through-holes formed at one end thereof, and matches the first through-hole to the sixth through-hole formed in the first upper band 340 and the second through-hole. To the fifth through hole formed in the first lower band 330, and passes through the sixth through hole, the first through hole, and the second through hole and the fifth through hole by the first fastening member 350. One side of the connecting member 300 and the first steel pipe brace 200 is fixed to be fixed.

In addition, the first steel pipe brace 200 forms a third through hole and a fourth through hole at the other end thereof to correspond to the first through hole and the second through hole formed at one end thereof.

The connecting member 300 is a cross reinforcement plate 310, the one side is screw-coupled with the strip length 100, the first base plate 320 is one side is forcibly coupled to the other side of the cross reinforcement plate 310, and The first lower band 330, the first base plate is forcibly coupled to the other side of the first base plate 320 and is formed with a fifth through hole for fastening through one of the lower hemispheres of the first steel pipe support 200; The first force is coupled to the other side of the 320 and covers the upper hemisphere of the first steel pipe brace 200 mounted on the first lower band 330 and the sixth through-hole is formed to correspond to the fifth through-hole The upper band 340 is configured.

That is, one side of the cross reinforcement plate 310 is screwed with the strip 100 with a bolt, nut, etc., one side of the first base plate 320 is the other side of the cross reinforcement plate 310 and the first base The other side of the plate 320 is forcedly coupled to the first lower band 330 and the first upper band 340 by welding, and the like, and the first lower band 330 is lower than one side of the first steel pipe brace 200. It is preferable that the hemisphere is formed in a semi-circular shape and a fifth through hole is formed in the lower center of the semi-circular shape. The first upper band 340 is a first steel pipe brace 200 mounted on the first lower band 330. The sixth through-holes covering the upper hemisphere of the second through hole and corresponding to the fifth through-holes are formed.

The first through-hole and the sixth through-hole formed as described above are coincident with the second through-hole and the fifth through-hole to pass through the sixth through-hole, the first through-hole, the second through-hole and the fifth through-hole. It is preferable to fasten and fix the connection member 300 and one side of the first steel pipe brace 200 through each other by the first fastening member 350.

Furthermore, as shown in FIG. 1B, the second fastening member 360 intersects at a right angle with respect to the longitudinal direction of the first fastening member 350 for fastening the connecting member 300 and the first steel pipe brace 200. It is preferable to further provide.

In addition, as shown in FIG. 1B or 1C, a first screw is fastened to an outer circumferential surface of the first upper band 340 to more firmly couple the first upper band 340 to the first base plate 220. It is preferable to further include a piece 341 to screw the first base plate 220 and the first top band 340 to each other.

In addition, as shown in FIG. 1B or 1C, the first lower band 330 is fixed to the outer circumferential surface of the first lower band 300 to more firmly couple the first base plate 220. It is preferable to further include a piece 331 to forcibly couple the first base plate 220 and the first lower band 340 by welding or the like.

As shown in FIG. 1C, the first band 500 fastened to the connection member 300 is fastened by the first fastening member 350 to the first lower band 330 and the first upper band 340. Even if the first steel pipe brace 200 can be shaken by having a first screw tightening portion 510 to wrap around the outer peripheral surface of the first lower band 330 and the first upper band 340 and tighten the first steel pipe brace ( The first lower band 330 and the first upper band 340 of the 200 and the connecting member 300 may be more firmly fixed.

As described above, since the first screw tightening part 510 is provided, the inner diameters of the first lower band 330 and the first upper band 340 are reduced by screwing, so that the first lower band 330 is smaller. ) And the first upper band 340 is more firmly fixed to the first steel pipe brace 200.

As shown in FIG. 1D, the joint member 400 includes a second lower band 410 on which the other lower hemisphere of the first steel pipe brace 200 is mounted and a seventh through hole is formed, and the second lower band ( A second upper band 420 covering the other upper hemisphere of the first steel pipe brace 200 mounted on the 410 and having an eighth through hole, and one side of which is forcibly coupled to the second lower band 410; Base plate 430 and the third lower band 440, which is forcibly coupled to the other side of the second base plate 430, one lower hemisphere of the second steel pipe brace 800 is mounted and the ninth through hole is formed, A third, which is forcibly coupled to the other side of the second base plate 430 and covers one upper hemisphere of the second steel pipe brace 800 on which one lower hemisphere is mounted on the third lower band 440 and the tenth through hole is formed; The upper band 450 is configured.

In addition, the joint member 400 coincides with a fourth through hole of the first steel pipe brace 200 mounted on the second lower band 410 and a seventh through hole formed in the second lower band 410. And the first fastening member described above by matching the third through hole of the first steel pipe brace 200 mounted on the second lower band 410 and the eighth through hole formed in the second upper band 420. In the same manner as in 350, the second lower band 410 and the second lower band 410 of the joint member 400 are sequentially passed through the eighth through third holes, the fourth through holes, and the seventh through holes. It is preferable to fasten the other side of the upper band 420 and the first steel pipe brace 200 by a third fastening member 460.

In addition, the joint member 400 is connected in the same manner as the fastening method of the third fastening member 460 through the eleventh through twelfth through holes and the twelfth through holes formed to penetrate at one end of the second steel pipe brace 800. The tenth through hole formed in the third lower band 440 of the member 400 coincides with the twelfth through hole formed in the second steel pipe support 800, and the tenth formed in the third upper band 450. The fifth fastening member 470 by passing the tenth through hole, the eleventh through hole, the twelfth through the ninth through hole, and the like by matching the through hole with the eleventh through hole formed in the second steel pipe brace 800. The second lower pipe brace 800 and the third lower band 440 and the third upper band 450 of the joint member 400 are connected to the first steel pipe brace 200 adjacent to each other by It is fixed.

In addition, as shown in FIG. 1E, the third fastening member 460 intersects at a right angle with respect to the longitudinal direction of the third fastening member 460 fastened to the joint member 400 in the same manner as the fastening method of the third fastening member 460. It is preferable to fasten the first steel pipe brace 200 and the joint member 400 by the fourth fastening member 480, and the second steel pipe brace 800 connected to the first steel pipe brace 200 is also connected. In the same manner as the fifth fastening member 470, the sixth fastening member 490 may be fastened to cross at a right angle with the fifth fastening member.

In addition, as shown in FIG. 1F, the second lower band 410 and the second upper band 420 are fastened by the third fastening member 460 and the fourth fastening member 480. 2 is further provided with a second band 600 formed with a second screw fastening part 610 for wrapping and tightening the outer circumferential surfaces of the upper band 420 and the second lower band 410. It is preferable to fix the joint member 400 more firmly, while the third lower band 440 and the third upper band 450 are connected to the third fastening member 470 and the fifth fastening member 490. After being fastened by the third upper band 450 and the third lower band 440 is further provided with a third band 700 is formed with a third screw tightening portion 710 is wrapped around the outer peripheral surface tightening It is more firmly fixing the second steel pipe brace 500 and the joint member 400 which is connected adjacent to the steel pipe brace 200 It is good.

In particular, the second upper band further comprises a second screwing piece 420-1 for screwing the second base plate 430 and the second upper band 420 on the outer circumferential surface of the second upper band 420. The screw 420 and the second base plate 430 are more firmly fixed.

It is preferable that the second lower band 410 further includes a second fixing piece 410-1 that is forcibly coupled to the second base plate 430 by a welding coupling on an outer circumferential surface thereof.

2a to 2c is a steel pipe brace connection structure according to a second embodiment of the present invention. Figure 2a is a side view, a plan view, and a cross-sectional view of the connecting member of the steel pipe support structure according to the second embodiment of the present invention, as shown in the steel pipe support structure according to the second embodiment is a band 110 and , The first steel pipe brace 210 and the connecting member 300-1.

In addition, Figure 2b is a side view and a plan view of the joint member of the steel pipe brace support structure according to the second embodiment of the present invention, as shown in the strip 110 and the first steel pipe brace 210 and the connecting member 300- 1) further comprising a joint member 400-1 connecting the first steel pipe brace 210 and the second steel pipe brace 810 which is a steel pipe brace connected adjacent to the first steel pipe brace 210. It is preferable.

More specifically, the strip 110 is installed horizontally with a predetermined interval up and down on the side of the thumb pile is installed on the ground, the connecting member 300-1 is installed on the strip length 110 and the connecting member The first steel pipe brace 210 is fastened to 300-1.

The first steel pipe brace 210 is fastened to the connection member 300-1, and supports the thumb pile by the band long 110 is fastened to the connection member (300-1).

The connecting member 300-1 has a cross reinforcement plate 311, one side of which is connected to the strip 110, and a first base plate 312 on which one side is forcibly coupled to the other side of the cross reinforcement plate 311. , Is forcedly coupled to the other side of the first base plate 312 to mount one lower hemisphere of the first steel pipe brace 210, one end is fastened by the first T-type screw coupling portion 315 and the other end is first 1 covers the upper hemisphere of one side of the first lower band 313 fastened by the hinge 316 and the first steel pipe brace 210 mounted on the first lower band 313 and one end of the first lower band 313. The first end band 314 is fastened by the band 313 and the first T-type screw engaging portion 315 and the other end is fastened by the first lower band 313 and the first hinge 316.

Figure 2c is a perspective view of the T-shaped screw coupling portion, as shown in the first lower band 313 and the first upper band 314, the first T-shaped screw coupling portion 315 is fastened by the first T-type bolt In more detail, the first T-shaped bolt is inserted into the first hole of the first stiffener 315-1 formed in the first lower band 313 and the first stiffener 315-1 is formed. The first T-shaped bolt 315-2 inserted into the first hole is formed in the second hole of the second stiffener 315-3 formed in the first lower band 313 in the same manner as the first stiffener 315-1. Is inserted.

As described above, when the first T-type bolt 315-2 is inserted into and coupled to the first stiffener 315-1 and the second stiffener 315-3, the first T-type bolt 315-2 is shown in FIG. 2C. It moves up and down as shown by arrow direction.

Subsequently, the first T-type bolt 315-2 fastened to the first stiffener 315-1 and the second stiffener 315-3 is connected to the first upper band 314 by the first T-type bolt 315-2. ) Is fastened between the third stiffener (315-4) and the fourth stiffener (315-5) forced to be inserted into the first upper band (314) by tightening the nut fastened to the first T-shaped bolt (315-2) ) And the first lower band 313 is fixed and the first T-type bolt 315-2 fastened by the first stiffener 315-1 and the second stiffener 315-3 is loosened. The first steel pipe brace 210 is easily dismantled by being separated from the first upper band 314 by moving up and down.

In particular, the square washer 315-6 is formed by first assembling the square washer 315-6 before the nut 315-7 is assembled by forming a jaw in the third and fourth stiffeners 315-4 and 315-5. ) Is preferably configured to be caught by the jaw.

The first upper band 314 is formed in a semi-circular shape so as to cover one upper hemisphere of the first steel pipe brace 210, one lower hemisphere is mounted on the first lower band 313 and fastened to the first lower band 313. One end is fastened to the first hinge 316, and the other end is formed with the third stiffener 315-4 and the fourth stiffener 315-5 of the first T-shaped threaded portion to form the third and fourth stiffeners. A first T-shaped bolt 315-2 is sandwiched between 315-4 and 315-5.

In addition, the first upper band 314 is provided with a first screw fastening piece 317 that is screwed with the first base plate 312 to prevent the shaking of the first upper band 314 by screwing.

In particular, it is preferable that the first screw fastening piece 317 is provided in plural in the first upper band 314.

On the other hand, Figure 2b is a side view and a plan view of the joint member in the connection structure of the strong beam support according to the second embodiment of the present invention, as shown in the joint member 400-1 is the second, third lower band 411 , 412, a second base plate 413, and second and third upper bands 414 and 415.

In more detail, the second lower band 411 is formed in a semi-circular shape so that the other end of the first steel pipe support 210 is mounted, and one end of the second lower band 411 formed in the semi-circular shape is the second T-type. Screwed by a screwing portion 417 and forcibly coupled to one side of the second base plate 413, the other end of the second lower band 411 formed in the semi-circular shape by a second hinge (361-1) Is coupled, the fastening structure is the same as the fastening structure of the first lower band 313 and the first upper band 314 described above.

The third lower band 412 is formed in a semi-circular shape so that one lower hemisphere of the second steel pipe brace 810 connected adjacent to the first steel pipe brace 210 fastened to the joint member 400-1 is mounted thereon. One end of the third lower band 412 formed in a semi-circular shape is screwed by the third T-shaped screw engaging portion 418 and is forcibly coupled to the other side of the second base plate 413, and the third lower end formed in the semi-circular shape The other end of the band 412 is coupled by the third hinge 361-2, and the fastening structure is the same as that of the first lower band 313 and the first upper end band 314.

The second base plate 413 is forcibly coupled to the second and third lower bands 411 and 412 and has a second screwing piece 416 between the second and third upper bands 414 and 415. By screwing, the second and third upper bands 414 and 415 are more firmly fixed without shaking, and the second screw fastening piece 416 is preferably provided with a plurality.

The second upper band 414 is formed in a semi-circular shape so as to cover the other upper hemisphere of the first steel pipe brace 210, the other lower hemisphere is mounted on the second lower band 411, the second upper end formed in the semi-circular shape One end of the band 414 is connected to the second hinge (361-1) and the other end is screwed with the second T-type screw engaging portion 417.

That is, the second T-type screw engaging portion 417 formed by the second lower band 411 and the second upper band 414 has the same structure as the first T-type screw engaging portion 315 described above. Referring to the perspective view of the T-type screw engaging portion of 2c, the second T-type screw engaging portion 417 is formed in the second lower band 411 and the fifth stiffener 315-1 having the third hole. A sixth stiffener 315-3 formed in the second lower band 411 and having a fourth hole, a seventh stiffener 315-4 formed in the second upper band 414, and a second upper band And an eighth stiffener 315-5 formed at 414, and a second T-shaped bolt 315-2 is inserted into the third and fourth holes formed in the second lower band 411 to be inserted into the seventh hole. And an eighth stiffener (315-4, 315-5), so that the second lower band 411 and the second upper band 414 are nutted by the second T-shaped bolt 315-2. (315-7) is fastened and fixed.

The third upper band 415 is formed in a semi-circular shape so as to cover the upper hemisphere on one side of the second steel pipe brace 810 connected adjacent to the first steel pipe brace 210 mounted on the second upper band 414. One end of the third upper band 415 formed in the semi-circular shape is connected to the third hinge 361-2 and the other end is screwed to the third T-type screwing portion 418.

That is, the third T-type threaded portion 418 formed by the third lower band 412 and the third upper band 415 has the same structure as the first and second T-type threaded portions 315 described above. 2C, the third T-type screw coupling part 418 is formed in the third lower band 412 and has a ninth stiffener 315 having a fifth hole. -1), a tenth stiffener 315-3 formed in the third lower band 412 and having a sixth hole, an eleventh stiffener 315-4 formed in the third upper band 415, and It consists of a twelfth stiffener 315-5 formed in the third upper band 414, and a third T-shaped bolt 315-2 is inserted into the fifth and sixth holes formed in the third lower band 412. And between the eleventh and twelfth stiffeners 315-4 and 315-5, such that the third lower band 412 and the third upper band 415 are connected to the third T-shaped bolt 315-2. By the nut 315-7.

On the other hand, the second top band 414 further includes a second screw fastening piece 416 screwed with the second base plate to further firmly secure the second top band 414 and the second base plate 413. It is preferable to fix it.

3a to 3c is a steel pipe support structure according to a third embodiment of the present invention. 3A is a side view, a plan view, and a cross-sectional view of a steel pipe support structure according to a third embodiment of the present invention. As shown in the drawing, the steel pipe support structure according to the third embodiment includes a belt 120 and a first structure. It consists of a steel pipe brace 220 and the connecting member (300-2).

In addition, Figure 3b is a cross-sectional view showing a deformed fastening piece of the connection structure of the steel pipe brace according to the third embodiment of the present invention, as shown in the strip 120, the first steel pipe brace 220 and the connection The member 300-2 further includes a joint member 400-2 connecting the first steel pipe brace 220 and the second steel pipe brace 820 which is a steel pipe brace connected adjacent to the first steel pipe brace 220. It is preferable to comprise.

More specifically, the strip 120 is installed horizontally with a predetermined interval on the side of the thumb pile installed on the ground, the connecting member 300-2 is installed on the strip 120 is the connection member The first steel pipe brace 220 is fastened to 300-2.

The first steel pipe support 220 is coupled to the fifth and sixth fastening pieces 323-1 and 323-2 formed on the outer circumferential surface of the first band of the connecting member 300-2 at one end by a bolt and a nut. The first and second fastening pieces 220-1 and 220-2 are formed to be fastened and fixed to the connection member 300-2, and to the other end part to be fastened to the joint member 400-2. Third and fourth fastening pieces 421-1 and 421-2 are formed.

The connecting member 300-2 is a cross reinforcement plate 321 in which one side is screw-coupled with the belt long 120, and a first base plate 322 in which one side is forcibly coupled to the other side of the cross reinforcement plate 321. And, the first base plate 322 and one side is made of a first band 323 forcibly coupled.

Referring to FIG. 3A, the first band 323 of the first connection member 300-2 will be described in more detail. One side of the first steel pipe brace 220 is inserted into an inner side of the first band 323. A fifth fastening piece 323-1 protruding perpendicularly to the longitudinal direction of the steel pipe brace is formed on the outer circumferential surface thereof and is perpendicular to the longitudinal direction of the steel pipe brace on the opposite outer circumferential surface corresponding to the fifth fastening piece 323-1. The sixth fastening piece 323-2 protrudingly is formed.

Accordingly, a bolt hole is formed in the fifth fastening piece 323-1, a straight bolt is inserted into the formed bolt hole, and the inserted straight bolt is inserted into the first fastening piece 220-1 of the first steel pipe brace 220. Inserted into the formed bolt hole is fixed with a nut so that the first band 323 and the first steel pipe brace 220 is not separated.

In addition, as shown in FIG. 3B, the fifth fastening piece 323-1 formed on the connecting member 300-2 is male on the outer circumferential surface of the first steel pipe brace 220 in the longitudinal direction of the first steel pipe brace 220. Protrudingly formed, the first fastening piece 220-1 formed in the first steel pipe brace 220 is also formed in the longitudinal direction of the first steel pipe brace 220 to the first and fifth fastening pieces 220-1, It is also preferable to fasten the first band 323 of the first steel pipe brace 220 and the connecting member 300-2 by tightening with a nut on each of the bolts of the 323-1) with the 'c' type bolt. Do.

In addition, the first band 323 has a bolt hole is formed and is forcibly coupled to the first nut to match the bolt hole and the first bolt is inserted into the first nut matched with the bolt hole is fastened.

That is, as shown in an enlarged view in which A is enlarged in the side view of FIG. 3A, when one end of the first steel pipe support 220 is inserted into the first band 323, the first bolt is inserted into the first nut 10. By tightening (11), the first bolt 11 is pressed against the first steel pipe brace 220, so that the first band 323 is tightly fixed to the first steel pipe brace 220.

In addition, it is preferable that a plurality of bolt holes are formed and pressed to fix the first steel pipe support 220 with a plurality of first bolts 11.

As shown in FIG. 3C, the joint member 400-2 includes a second band 421, a second base plate 422, and a third band 423, and the second band 421 and the second band 421. One side of the second base plate 422 is forcibly coupled, and the third band 423 is forcibly coupled to the other side of the second base plate 422.

More specifically, the second and third bands 421 and 423 are formed and operated in the same structure as the first band 323 and are forcibly coupled to the second base plate 422, except that the second band ( The other end of the first steel pipe support 220 inserted into and fastened to the first band 323 is inserted into and fastened to the first band 323, and the third band 423 is inserted into and fastened to the second band 421. A second steel pipe brace 820 connected adjacent to 220 is inserted and fastened.

Third and fourth fastening pieces 220-3 and 220-4 are formed on the other outer circumferential surface of the first steel pipe support 220, and a seventh fastening piece 421-is formed on one outer circumferential surface of the second band 421. 1) The eighth fastening piece 421-2 is formed on the other outer circumferential surface thereof, and when the other side of the first steel pipe brace 220 is inserted into the second band 421, the third fastening piece 220-3 is formed. ) And the seventh fastening piece 421-1 are coupled by a bolt and a nut, and the fourth fastening piece 220-4 is coupled by an eighth fastening piece 421-2 and a bolt and a nut.

Ninth and tenth fastening pieces 423-1 and 423-2 are formed on an outer circumferential surface of the third band 423 of the joint member 400-2 that is forcibly coupled to the other side of the second base plate 422. The second steel pipe brace 820 is connected to the third band 423 adjacent to the first steel pipe brace 220, and the eleventh and twelfth fastening pieces 423-3 and 423-4 are formed on the outer circumferential surface thereof. When inserted, the ninth fastening piece 423-1 and the eleventh fastening piece 423-3 are coupled by bolts and nuts, and the tenth fastening piece 423-2 is the twelfth fastening piece 423-. 4) and is fastened and coupled by bolts and nuts.

 In addition, a plurality of fastening pieces 220-3, 220-4, and 421-1 for fastening the first steel pipe brace 220 and the second steel pipe brace 820 with the second and third bands 421 and 423. , 421-2, 423-1, 423-2, 423-3, and 423-4 are formed to protrude perpendicularly to the longitudinal direction of the first steel pipe brace 220 as described above to form a 'date' bolt Fastening or it is preferable to be formed to protrude horizontally with respect to the longitudinal direction of the first steel pipe brace 220 to fasten with the 'c' type bolt.

Also, the second band 421 and the third band 423 are also bolted to the second band 421 in the same manner as the enlarged view in which A shown in the side view of FIG. 3A is enlarged similarly to the first band 323. When the other end of the first steel pipe brace 220 is inserted to force the nut to the second band 421 and tighten the bolt, the second band 421 is in close contact with the first steel pipe brace 220 The third band 423 is preferably tightly fixed to the second steel pipe brace 820 by forming a bolt hole in the third band 423 and forcibly coupling a nut corresponding thereto and tightening the bolt.

4a to 4c is a steel pipe brace connection structure according to a fourth embodiment of the present invention. 4A is a side view, a plan view, and a cross-sectional view of a steel pipe support structure according to a fourth embodiment of the present invention. As shown in the drawing, the steel pipe support structure according to the fourth embodiment includes a belt 130, and a first view. It consists of a steel pipe brace 230 and the connecting member (300-3).

4C is a side view, a cross-sectional view, and a plan view of a joint member in a steel pipe support structure according to a fourth embodiment of the present invention. As shown in the drawing, the first steel pipe support 230 is connected to the connection member 300-3. It is preferable to further include a plurality of L-shaped steel 431 to which the other side and the second steel pipe brace 830 connected adjacent to the first steel pipe brace 230 is connected to one side other than the one side is fastened. .

More specifically, the strip 130 is horizontally installed with a predetermined interval up and down on the side of the thumb pile is installed on the ground, the connecting member 300-3 is installed on the strip 130 is the connection member One side of the first steel pipe brace 220 is fastened to 300-3.

The first steel pipe brace 230 is formed with the first and second through-holes penetrating at one end portion thereof to be connected to the connecting member 300-3, and the other end portion of the first steel pipe brace 830 and the L-shaped steel. 431 is forcibly coupled in the same manner as a welded joint.

The connecting member 300-3 has a space formed therein and a redundancy 304 in which one side is screw-coupled with the belt long 130 through the space, and one side of the connecting member 300-3 is forcibly coupled to the other side of the redux yarn 304. It consists of a first base plate 332 and the first band 333 is forcibly coupled to the other side of the first base plate 332 and inserted into the first steel pipe brace 230.

When the connection member 300-3 will be described in more detail, the reduxia 304 is coupled to one side of the redundancy 304 using a bolt, a nut, etc. through a space formed therein, and furthermore, The other side is forcibly coupled to one side of the first base plate 332.

In particular, Figure 4b is a plan view and a cross-sectional view showing a modified form of the reddish connected to the strip in the steel pipe reinforcement connection structure according to the fourth embodiment of the present invention, as shown in the contact with the strip length 130 as shown After extending the length of one side of 304, it is preferable to screw the widened portion.

One side of the first base plate 332 is not only forcibly coupled to the other side of the reducer 304, the other side of the first base plate is inserted into the first steel pipe brace 230, the first band 333 Is forced to be combined with.

After the first band 333 is inserted into the first steel pipe brace 230, the third and fourth through holes formed to penetrate the outer circumferential surface of the first band 333 are formed in the first steel pipe brace 230. It is fastened by the first fastening member 333-1 by matching the first and second through-holes formed at one end. That is, the first through hole of the first steel pipe brace 230 and the fourth through hole of the first band 333 are matched by the first fastening member 333-1, and the first steel pipe brace ( The second through hole of 230 and the third through hole of the first band 333 coincide with each other to be fastened through the first through hole, the fourth through hole, and the third through hole and the second through hole. .

In addition, when the first band 333 is inserted into the first steel pipe brace 230, the first steel pipe brace 230 is formed by a gap generated between the first band 333 and the first steel pipe brace 230. Since the wedge 900 may be inserted, the first steel pipe brace 230 and the first band 33 may be more firmly fixed.

As shown in Figure 4c, the plurality of L-shaped steel 431 is to connect the first steel pipe brace 230 and the second steel pipe brace 830, the first steel pipe brace 230 and the second steel pipe brace The 830 is forcedly coupled and fixed by welding a plurality of L-shaped steels 431 elongated in the longitudinal direction of the first and second steel pipe braces 230 and 830 which are in contact with each other to be connected.

Embodiments of the present invention are disclosed in the drawings and the detailed description, and the specific terms used above are used only for the purpose of describing the present invention, and are used to limit the scope of the present invention as defined in the meaning or claims. It is not.

Therefore, those skilled in the art can be various modifications and other equivalent embodiments from this, and the true technical protection scope of the present invention should be determined by the technical spirit of the claims.

1a to 1c is a side view, a plan view, a cross-sectional view of the connecting member of the steel pipe support structure according to the first embodiment of the present invention

1D to 1F are a side view and a plan view of a joint member in a steel pipe support structure according to a first embodiment of the present invention.

Figure 2a is a side view, plan view, cross-sectional view of the connecting member of the steel pipe support structure according to the second embodiment of the present invention

Figure 2b is a side view, a plan view of the joint member of the steel pipe support structure according to the second embodiment of the present invention

Figure 2c is a perspective view of the T-type screw coupling portion according to the present invention

Figure 3a is a side view, plan view, cross-sectional view of the connecting member of the steel pipe support structure according to the third embodiment of the present invention

Figure 3b is a cross-sectional view showing a deformed fastening piece of the steel pipe support structure according to the third embodiment according to the present invention

Figure 3c is a side view, a plan view of the joint member of the steel pipe support structure according to the third embodiment of the present invention

Figure 4a is a side view, a plan view, a cross-sectional view of the connecting member of the steel pipe support structure according to the fourth embodiment of the present invention

Figure 4b is a plan view, a cross-sectional view of a modified form of the reducer connected to the band in the steel pipe support structure according to the fourth embodiment of the present invention

Figure 4c is a side view, sectional view, a plan view of the joint member of the steel pipe support structure according to the fourth embodiment of the present invention

Explanation of symbols on the main parts of the drawings

10: Nut 11: Bolt

100, 110, 120, 130

200, 210, 220, 230: first steel pipe brace

220-1: First Fastener 220-2: Second Fastener

220-3: Third fastening piece 220-4: Fourth fastening piece

300, 300-1, 300-2, 300-3: Connection member 304: Redux

310, 311, 321 cross reinforcement plate

312, 320, 322, 332: first base plate

313, 330: first lower band 314, 340: first upper band

315: first T-type screw connection

315-1: 1st, 5, 9 stiffeners

315-2: 1st, 2nd, 3rd T-type bolt

315-3: 2nd, 6, 10 stiffeners

315-4: 3rd, 7, 11 stiffeners

315-5: 4th, 8th, 12th stiffener

315-6: Square Washer 315-7: Nut

316: first hinge 317, 341: first screw fastening

323, 333: first band 323-1: fifth fastener

323-2: 6th fastening piece 331: 1st fixing piece

333-1, 350: first fastening member 360: second fastening member

361-1: Second hinge 361-2: Third hinge

400, 400-1, 400-2: joint member 410, 411: second lower band

410-1: second fixing piece 412, 440: third lower band

413, 422, 430: second base plate 414, 420: second upper band

415, 450: third upper band 416, 420-1: second screw fastening

417: second T-type screw connection 418: third T-type screw coupling

421: 2nd band 421-1: 7th fastening piece

421-2: 8th fastener 423: 3rd band

423-1: 9th fastener 423-2: 10th fastener

423-3: 11th fastener 423-4: 12th fastener

431: L section steel

460: third fastening member 470: fifth fastening member

480: fourth fastening member 490: sixth fastening member

500: first band 510: first screw tightening part

600: second band 610: second screw tightening part

700: third band 710: third screw tightening portion

800, 810, 820, 830: Second steel pipe brace 900: Wedge

Claims (7)

A belt long and fixedly installed on the side of the thumb pile installed on the ground; A first steel pipe brace formed in a cylindrical shape to support the thumb pile coupled to the belt long; And A cross reinforcement plate on which one side of the strip reinforcement plate is screwed together, a first base plate on which one side is forcibly coupled to the other side of the cross reinforcement plate, and a lower side of the first steel pipe brace, which is forcibly coupled to the other side of the first base plate. A first lower band having a hemisphere and having one end fastened by a first T-type screw coupling part and the other end fastened by a first hinge, and an upper hemisphere on one side of the first steel pipe support mounted on the first lower band The first end band is fastened by the first lower band and the first T-shaped screw coupling portion and the other end is composed of a connection member consisting of a first upper band fastened by the first lower band and the first hinge. Steel pipe support structure, characterized in that. The method according to claim 1, And a first screw fastening member for screwing the first upper band and the first base plate to each other. The method according to claim 1, wherein the first T-type screwing portion, A first stiffener formed in the first lower band and having a first hole; A second stiffener formed in the first lower band and having a second hole; A third stiffener formed on the first upper band; A fourth stiffener formed on the first upper band; A T-shaped bolt inserted into the first hole and the second hole and inserted between the third and fourth stiffeners; The steel pipe support structure, characterized in that the first lower band and the first upper band made of a nut for fixing by the T-shaped bolt. The method according to claim 2, The second lower band is mounted on the other lower hemisphere of the first steel pipe support, one end is screwed by a second T-shaped screw coupling portion, the other end is coupled by a second hinge, and the second lower band A second upper end covering the other upper hemisphere of the first steel pipe brace and having one end coupled by the second lower band and the second hinge, and the other end screwed by the second lower band and the second T-shaped screw connection part. A band, a second base plate on which one side of the second bottom band and the second top band are forcibly coupled, and one end of the second base plate being forced to the other side, and one end of which is screwed by a third T-type screwing part; And a third lower band joined at the other end by a third hinge, one end being fastened by the third lower band and the third T-shaped screw engaging part, and the other end being connected to the third lower band. A joint member consisting of a third upper band fastened by a third hinge; And One lower hemisphere is mounted on the third lower band of the joint member and a second steel pipe brace is further included to cover one upper hemisphere on the third upper band of the joint member. The method according to claim 4, The second T-type screw coupling portion, A fifth stiffener formed in the second lower band and having a third hole; A sixth stiffener formed in the second lower band and having a fourth hole; A seventh stiffener formed on the second upper band; An eighth stiffener formed on the second upper band; A second T-shaped bolt inserted into the third and fourth holes and inserted between the seventh and eighth stiffeners; And a nut for fixing the second lower band and the second upper band by the second T-type bolt. The method according to claim 4, wherein the third T-type screwing portion, A ninth stiffener formed in the third lower band and having a fifth hole; A tenth stiffener formed in the third lower band and having a sixth hole; An eleventh stiffener formed on the third upper band; A twelfth stiffener formed on the third upper band; A third T-bolt inserted into the fifth and sixth holes and inserted between the eleventh and twelfth stiffeners; Steel nut support structure, characterized in that consisting of a nut for fixing the third lower band and the third upper band by the third T-type bolt. The method according to claim 4, And a second screw fastening member for coupling the second upper band and the second base plate by screws.

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