Patent Grant
11326345
This application claims priority to and the benefit of Korean Patent Application No. 10-2018-0145897, filed on Nov. 23, 2018, the disclosure of which is incorporated herein by reference in its entirety.
The present invention relates to a hollow composite beam using a dual-web and a construction method therefor, and more specifically, to a hollow composite beam using a dual-web which allows space efficiency to be secured using a tendon installed in an internal space of a dual-web and a tensioning force to be efficiently adjusted using the tendon anchored by an anchoring wedge and a separable bolt, wherein the dual-web is formed as a web of a steel beam having a bottom flange on which a deck plate is supported, and a construction method thereof.
That is, a bottom flange of the hollow steel beam 51 is formed in the form of a hollow box to allow the deck plates 52 to be supported on upper surfaces of two lateral portions of the bottom flange, slab concrete 53 is poured on upper surfaces of the deck plates 52, and thus it can be confirmed that the hollow steel beam 51, the deck plates 52, and the slab concrete 53 are combined and integrally moved.
That is, in the hollow rectangular steel beams 61, 62, and 63, two vertical plates 61 are spaced apart from each other by an internal horizontal supporting plate 63 to have a rectangular cross-section, and a top flange 62 is formed on upper surfaces of the two vertical plates 61.
In this case, the anchoring parts 64 and 65 are installed below end portions of the two vertical plates 61, and the tendon 64 is disposed in an internal space between the two vertical plates 61 and is tensed by the anchoring unit 65 set below the two vertical plates 61 and anchored, and thus it can be confirmed that a prestress is introduced to the hollow rectangular steel beams 61, 62, and 63.
Therefore, it can be confirmed that the steel beam used for a building may be formed to have an I-shaped or rectangular cross-section and the tendon 64 is positioned in the steel beam and tensed and anchored on end portions of the steel beam.
The bolt-type anchoring part includes: an anchoring nut 41 that allows an anchoring bolt 40 inserted into an anchorage hole 11 formed in a module material 10 to be fastened and fixed to the module material 10; an anchoring bolt 40 including a bolt part and a head part, wherein the bolt part has a screw part 42 formed on an outer circumferential surface thereof and insertion-fastened to the anchorage hole 11, and the head part has a wedge groove 42a formed therein so that a anchorage wedge 45 is insertion-anchored therein; a deformation clip 43 including a ring-shaped ring part 43a and two flange parts 43b, wherein the ring-shaped ring part 43a allows a wire rope 30 to pass therethrough and has a ring shape to allow the wedge to be deformed due to the prestress while being insertion-anchored, and the two flange parts 43b laterally extend to two lateral sides of the ring-shaped ring part; a clip nut 44 that is a nut having a larger diameter than the bolt part of the anchoring bolt and includes a clip groove 44a and a through hole 44b, wherein the clip groove 44a is formed at a portion that is in contact with the bolt part so that the deformation clip 43 is accommodated therein, and a through hole 44b is formed in a central portion of the clip groove so that the wedge passes therethrough; and the anchorage wedge 45 that allows the wire rope 30 to pass through the through hole 44b of the clip nut, the ring-shaped ring part 43a of the deformation clip, and the wedge groove 42a formed in the bolt part of the anchorage bolt, and thus the amount of initial prestress introduced due to anchorage of the wedge can be confirmed according to deformation of the clip nut.
In this case, it can be confirmed that the anchorage wedge 45 includes a plurality of pieces that surround and hold the tendon, and generally, since the anchorage wedge 45 is inserted into and pressed against the anchorage hole formed in the anchoring unit in a tapered manner so that the tendon including the wire rope is anchored in the anchoring unit, when an anchorage state is released, the wedge is separable from the anchoring part.
However, as shown in
(Patent Document 0001) Korean Registered Patent No. 10-1038291 (Title of Invention: Slim Floor-Type Steel Beam and Composite Beam Using the Same, Published on May 31, 2011)
(Patent Document 0002) Korean Laid-open Patent Application No. 10-2009-0087678 (Title of Invention: Folded Steel Plate Beam for Reinforcing Tensile Strength and Steel-Concrete Composite Structure Using the Same, Published on Aug. 18, 2009)
(Patent Document 0003) Korean Registered Patent No. 10-1243989 (Title of Invention: Lightweight Steel Frame and Arch-Shaped House Structure Using the Same, Published on Aug. 24, 2012)
According to an aspect of the present invention, there is provided a hollow composite beam using a dual-web which includes a dual-web formed by two inclined plates to form an internal space (S) between a lower surface of a top flange of a steel beam and an upper surface of a bottom flange thereof, wherein the two inclined plates continuously extend in a length direction of the hollow composite beam, and an anchoring unit configured to tense two end portions of a tendon, which is disposed to extend in the internal space (S) in the length direction of the hollow composite beam, using the two inclined plates and anchor the two end portions of the tendon using a tendon anchoring part.
The anchoring unit may include an internal groove formed to communicate with an anchorage hole in which an anchoring wedge is anchored, wherein the anchoring wedge is anchored in the anchorage hole and includes a bolt hole that is a horizontal hole extending to be externally exposed through an upper surface and an inside of the anchoring wedge and a fastening part for example formed in a middle of the bolt hole.
The hollow composite beam may further include a separable bolt including a bolt-body part inserted into the bolt hole formed in the anchoring wedge so that a portion at which a front end part is formed is exposed to the anchorage groove, which is a rod member having a fastener formed in a middle of the rod member and fastened with the fastening part of the anchoring wedge to move in a screwing manner while rotating, wherein the separable bolt inserted into the anchoring wedge rotates to allow the anchoring wedge to be separable from the anchorage hole.
The tendon anchoring part may include two anchoring vertical plates that extend downward from a central lower surface (A) of the top flange and are spaced apart from each other so that two end portions thereof extend to end surfaces of the two inclined plates and are hung, and a tendon supporting plate formed on a lower portion between the two anchoring vertical plates so that the tendon does not come out downward from therebetween, wherein the tendon is positioned between the two anchoring vertical plates.
The tendon anchoring part may further include an end surface-transverse fixing element having a central portion fastened with the two anchoring vertical plates between which the tendon is positioned and two end portions are also fastened with the two inclined plates so that the tendon is stably settable.
According to another aspect of the present invention, there is provided a method of constructing a hollow composite beam using a dual-web which includes (a) constructing a hollow composite beam which includes a dual-web formed by two inclined plates to form an internal space (S) between a lower surface of a top flange of a steel beam and an upper surface of a bottom flange thereof, wherein the two inclined plates continuously extend in a length direction of the hollow composite beam, and an anchoring unit configured to tense two end portions of a tendon, which is disposed to extend in the internal space (S) in the length direction of the hollow composite beam, using the two inclined plates and anchor the two end portions of the tendon using a tendon anchoring part, and (b) installing a plurality of deck plates (D) on the bottom flange of the hollow composite beam, arranging slab reinforcement bars, and pouring slab concrete thereon to construct a composite floor system.
The above and other objects, features and advantages of the present invention will become more apparent to those of ordinary skill in the art by describing exemplary embodiments thereof in detail with reference to the accompanying drawings, in which:
Hereinafter, embodiments that are easily performed by those skilled in the art will be described in detail with reference to the accompanying drawings. However, the embodiments of the present invention may be implemented in several different forms and are not limited to embodiments described herein. In addition, parts irrelevant to description will be omitted in the drawings to clearly explain the embodiments of the present invention. Similar parts are denoted by similar reference numerals throughout this specification.
Throughout the specification, when a portion “includes” an element, the portion may include the element or another element may be further included therein unless otherwise described.
[Hollow Composite Beam 500 Using a Dual-Web of the Present Invention]
As shown in
Referring to
Therefore, it may be confirmed that the bottom flange 510 is formed as a steel plate member that continuously extends in a length direction (longitudinal direction) of the hollow composite beam 500.
It may be confirmed that the top flange 520 is also formed as a steel plate member that continuously extends in a length direction of the hollow composite beam 500, and it may be confirmed that a width in a transverse direction of the top flange extends more than that of the bottom flange, and thus resistance performance for a bending moment can be secured sufficiently.
The dual-web 530 is formed by two inclined plates 531 and 532 between a lower surface of the top flange 520 and an upper surface of the bottom flange 510, and the two inclined plates 531 and 532 spaced apart from each other continuously extend in a length direction of the hollow composite beam 500.
Therefore, the dual-web 530 serves to form an internal space S between the two inclined plates spaced apart from each other in a transverse direction and allows concrete to be poured while sliding downward when slab concrete is poured. The two inclined plates 531 and 532 are disposed so that a width in a transverse direction increases in a direction from the top flange to the bottom flange, and a lower portion of an internal space S is larger than an upper portion thereof, and thus a space, in which a tendon anchoring part 540 to be described below is set, can be secured.
Further, when the inclined plates 531 and 532 extend downward so that the width in a transverse direction increases in a downward direction, the inclined plates 531 and 532 may be formed to have resistance performance for a tensile stress below a neutral axis and a structural cross-section that is very appropriate for securing bending strength as compared to the dual-web having vertical plates spaced apart from each other.
The tendon anchoring part 540 includes anchoring units 400 that allow two end portions of the tendon 300, which is disposed in the internal space S between the two inclined plates 531 and 532 and extends in a length direction of the hollow composite beam 500, to be tensed and anchored using the two inclined plates 531 and 532.
In this case, since the anchoring units 400 are installed using the two inclined plates 531 and 532, anchoring vertical plates 543, end surface-transverse fixing elements 544, and a tendon supporting plate 545 are used in particular.
That is, it may be confirmed that the two anchoring vertical plates 543 extend from a lower surface A of the central portion of the top flange 520 to be spaced apart from each other in a transverse direction so that the two end portions of the tendon 300 extend to end surfaces of the two inclined plates 531 and 532 and are hung.
Therefore, the tendon 300 is positioned between the two anchoring vertical plates 543, and the tendon supporting plate 545 is formed on a lower portion between the two anchoring vertical plates 543 so that the tendon 300 does not come out downward from therebetween.
The two anchoring vertical plates 543 are formed on the two end portions of the tendon and may be installed to be spaced apart from each other in the length direction at different downward extension lengths so that the tendon 300 is maintained in an arc shape.
Therefore, the tendon 300 may be stably hung and installed in the internal space S in the length direction.
Further, referring to
Therefore, although the two inclined plates 531 and 532 integrate with the top flange and the bottom flange, and the two anchoring vertical plates 543 vertically extend to the internal space S, the tendon 300 can be stably positioned and supported by the end surface-transverse fixing element 544.
Therefore, the anchoring units 400 and an anchoring wedge 100 serve to tense and anchor the tendon 300.
For example, the anchoring units 400 are set on the end surfaces of the two inclined plates 531 and 532, and the tendon 300 disposed to pass through the anchoring unit 400 is tensed and anchored by the anchoring wedge 100 and a separable bolt 200.
Therefore, an introduced prestress may be vertically and laterally distributed and effectively introduced to the hollow composite beam 500 by the end surface-transverse fixing element 544 and the two inclined plates 531 and 532.
[Anchoring Wedge 100 of the Present Invention]
As shown in
The wedge pieces 110 are typically formed of steel pieces and have a width increasing in a direction from a lower end (a left side in
Further, as shown in
It may be confirmed that the bolt hole 130 is formed as a horizontal hole that extends to be externally exposed from an upper end portion A1 of the wedge piece 110 through the inside of the wedge piece 110, and particularly, includes a fastening part 140 formed as a screw groove.
The fastening part 140 allows the separable bolt 200, which will be described below, to be rotatably fastened to the bolt hole 130 and not come out of the bolt hole 130. Therefore, the fastening part 140 may be formed as a female screw part.
Further, the upper end of the bolt hole 130 extends to accommodate a rotating nut 240 of the separable bolt 200 to be described below.
The tapered anchorage hole 441, which is a member in which the anchoring wedge 100 is anchored, is formed in the head part 440 of the anchoring unit 400, and the anchoring wedge 100 formed to surround the tendon 300 is inserted into and anchored in the anchorage hole 441.
As shown in
Therefore, the bolt hole 130 formed in the wedge pieces 110 extends to the internal groove 420, and it may be confirmed that a front end part 220 of the separable bolt 200 inserted into the bolt hole 130 is exposed to the internal groove 420.
That is, the internal groove 420 has the form of a groove that is cut out of an inner surface of the anchorage hole 441 and extends in a length direction of the head part 440 of the anchoring unit 400. In a state in which the front end part 220 of the separable bolt 200 is in contact with an inclined inner surface A2 of the internal groove 420 and supported, when the separable bolt 200 is rotated, a fastener 230 of the separable bolt 200 screw-coupled to the fastening part 140 is screw-moved (right side of
As shown in
As shown in
Next, as shown in
Next, as shown in
Next, as shown in
As shown in
In an operation of the anchoring wedge 100 with the separable bolt of the present invention, first, as shown in
First, as shown in
In this case, since the fastener 230 of the separable bolt 200 is rotatably fastened to the fastening part 140 of the bolt hole 130 formed in the wedge piece 110 of the anchoring wedge 100 and inserted thereinto, the bolt-body part 210 is inserted into the bolt hole 130 and extended.
Therefore, the front end part 220 having an inclined flange shape is formed on the front end portion of the separable bolt 200, and the front end part 220 is set to be in contact with an inner surface of the internal groove 420.
Further, it may be confirmed that the rotating nut 240 is integrally formed on the head part of the separable bolt 200 and fastened to the expanding upper surface of the bolt hole 130 formed in the wedge piece 110 of the anchoring wedge 100. Therefore, when the rotating nut 240 rotates, the separable bolt 200 rotates, and the fastener 230 fastened to the fastening part 140 rotates, and thus the separable bolt 200 moves in the bolt hole 130 in a screwing manner.
Therefore, as shown in
Therefore, when a worker only has a rotating device that rotates the rotating nut 240, a separate operation and a space for tensing a tendon are not required, and thus the tendon can be prevented from bouncing.
[Method of Constructing Hollow Composite Beam Using a Dual-Web of the Present Invention]
The fire resistant construction method allows a hollow composite beam 500 to have a strength that maximally delays degradation of the composite floor system 600 when a fire occurs by allowing a tendon 300 to introduce a prestress to the hollow composite beam 500 using a separable bolt 200, an anchoring unit 400, and a tendon anchoring part 540.
Therefore, as shown in
As shown in
Specifically, the anchoring wedge 100 having the separable bolt 200 is installed in the anchoring unit 400 in a form in which the tendon 300 is anchored, and the anchoring unit 400 includes an anchoring plate 410, a bolt part 430, and a head part 440 integrating with each other.
Therefore, it may be confirmed that a fixing nut 450 that allows the bolt part 430 of the anchoring unit 400 to be fixedly fastened to the head part 440 may be further included.
As shown in
Further, it may be confirmed that the anchorage hole 441 continuously extends to an internal hole of the bolt part 430 integrated with the hexagonal head part 440.
The tendon 300 passes through the head part 440 having the bolt part 430, and the anchoring wedge 100 having the separable bolt 200 is initially anchored in the tendon 300.
That is, the anchoring wedge 100 is set so that a plurality of wedge pieces 110 are fastened by a fastening ring to surround the tendon 300. Further, the separable bolt 200 is inserted into the bolt hole 130 of the wedge pieces 110, and the fastener 230 of the separable bolt 200 is fastened to the fastening part 140, and thus the rotating nut 240 is accommodated in an expanding upper surface of the wedge pieces 110.
As shown in
Next, the tendon 300 is tensed, the anchoring wedge 100 having the separable bolt 200 is inserted into the anchorage hole 441 of the head part 440 of the anchoring unit 400, and the front end part 220 of the separable bolt 200 is set in the internal groove 420 of the anchoring unit 400.
Therefore, when a tensioning force introduced to the tendon 300 is released, the separable bolt 200 is anchored to the anchoring unit 400 as a reaction force.
In this case, as shown in
Next, to construct a composite floor system of the present invention, a plurality of deck plates D are installed on the bottom flange 510 of the hollow composite beam 500, slab reinforcement bars are arranged, and slab concrete is poured thereon.
Therefore, the hollow composite beam 500 and the slab reinforcement bars on the deck plate D are constructed to integrate with each other and be combined.
The hollow composite beam using a dual-web according to the present invention can more efficiently use an internal space using a dual-web having a width gradually increasing in a direction downward from a top flange, and the bottom flange allow deck plates to supported on upper surfaces of two ends thereof.
Further, a tendon anchoring part having a separable bolt is installed in an internal space formed by the dual-web to be fastened to the dual-web, and thus a prestress is stably and efficiently introduced, and thus fire resistance performance of a composite floor system can be secured.
Further, according to the hollow composite beam using a dual-web and a construction method thereof according to the present invention, the hollow composite beam using a dual-web includes a separable bolt installed in an anchoring wedge and allows the anchoring wedge to be separated from an anchoring unit just by rotating the separable bolt, and thus the anchoring wedge can be more quickly and efficiently used.
Therefore, a tensioning force caused by a tendon is partially adjusted so that a prestress introduced to the structure is more precisely adjusted, and thus a steel beam can be very effectively managed.
Further, conventionally, a complicated device should be installed or an auxiliary disassembling device should be used to introduce a prestress using a tendon and disassemble an anchoring unit. However, a wedge can be pulled out by a rotating force caused by a simple tool (a rotating device) to which a separable bolt is applied, and durability can be secured due to a simple configuration.
Further, when a prestress is excessively introduced by a tendon, the tendon is easily re-tensed after release of tensioning, and since a post-tensioned member necessarily requires release of tensioning, post-tensioning can be applied through simple and safe release without affecting a structural member as a member to be anchored.
The above description of the present invention is only exemplary, and it should be understood by those skilled in the art that the invention may be performed in other concrete forms without changing the technological scope and essential features. Therefore, the above-described embodiments should be considered as only examples in all aspects and not for purposes of limitation. For example, each component described as a single type may be realized in a distributed manner, and similarly, components that are described as being distributed may be realized in a coupled manner.
The scope of the present invention is defined not by the detailed description but by the appended claims and encompasses all modifications or alterations derived from meanings, the scope, and equivalents of the appended claims.
| Number | Date | Country | Kind |
|---|---|---|---|
| 10-2018-0145897 | Nov 2018 | KR | national |
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| Number | Date | Country | |
|---|---|---|---|
| 20200165824 A1 | May 2020 | US |
