This application claims the benefits of the Taiwan Patent Application Serial Number 111135828, filed on Sep. 22, 2022, the subject matter of which is incorporated herein by reference.
The present invention relates to a coupling structure, especially a coupling structure arranged between two columns, between two walls, or between two beams in a building.
Since the short-span reinforced concrete coupling beams are prone to shear failure and wrap-slip failure of main steel bars, therefore, coupling beams are important and key components of reinforced concrete shear wall systems. In this regard, the current regulations in Taiwan and the United States are required to use the diagonal reinforcement type shown in
For example, in steel-reinforced concrete composite coupling beam members, if the shear force capacity is greater than the shear force requirement, the flat-shaped steel plate is usually inserted into the reinforced concrete coupling beam with traditional beam reinforcement to increase the shear force capacity. However, the addition of steel plates resulted in an increase in the moment capacity of the overall coupling beam, and an increase in shear force requirements.
Accordingly, there is an urgent need for a novel high-toughness reinforced concrete connector to replace the diagonal reinforcement configuration scheme, to solve the design difficulties of short columns and short beams. At the same time, it can achieve similar seismic behavior as standard diagonal reinforcement with excellent seismic performance and higher construction efficiency.
An objective of the present invention is to provide a coupling structure disposed between a first boundary member and a second boundary member. The coupling structure comprises: a main coupling unit including a first plastic hinge region, a middle region, and a second plastic hinge region, wherein the first plastic hinge region is connected to the first boundary member, and the second plastic hinge region is connected to the second boundary member, and the middle region is located between the first plastic hinge region and the second plastic hinge region; a reinforced unit disposed on and surrounding the middle region of the main coupling unit; and a concrete layer for the main coupling unit and the reinforced unit embedded therein. The main coupling member extends along a first direction, and the first boundary member and the second boundary member extend along a second direction, wherein the first direction is perpendicular to the second direction.
In one embodiment, the concrete layer includes a first plastic hinge segment, a main segment, and a second plastic hinge segment, wherein the main segment covers the middle area of the main coupling unit and the reinforced unit, the first plastic hinge segment covers the first plastic hinge region of the main coupling unit, and the second plastic hinge segment covers the second plastic hinge region of the main coupling unit.
In one embodiment, the main segment has a main cross-section, the first plastic hinge has a first cross-section, and the second plastic hinge has a second cross-section, wherein an area of the main cross-section is greater than or equal to an area of the first cross-section and an area of the second cross-section.
In one embodiment, the main coupling unit includes a plurality of main bars and a plurality of main stirrups; the reinforced unit includes a plurality of working bars and a plurality of reinforced stirrups; wherein the plurality of main bars and the plurality of working bars extend along the first direction, the plurality of main stirrups surround at least a part of the plurality of main bars, and the plurality of the reinforced stirrups surround at least a part of the plurality of working bars.
In one embodiment, a cross-sectional area of one of the plurality of main bars is greater than or equal to a cross-sectional area of one of the plurality of working bars.
In one embodiment, the coupling structure further comprises a plurality of tie bars, and each of the plurality of tie bars surrounds at least a part of the plurality of main bars and at least a part of the plurality of working bars.
In one embodiment, the first boundary member and the second boundary member are adjacent columns, and the coupling structure is a coupling beam between the first boundary member and the second boundary member.
In one embodiment, the first boundary member and the second boundary member are adjacent beams, and the coupling structure is a coupling column between the first boundary member and the second boundary member.
In one embodiment, the first boundary member and the second boundary member are adjacent shear walls, the coupling structure is a coupling beam between the first boundary member and the second boundary member.
Reference will now be made in detail to the present embodiments of the invention, examples of which are illustrated in the accompanying drawings, and are not intended to limit the present invention, applications, or implementations described in these embodiments. Wherever possible, the same reference numbers are used in the drawings and the description to refer to the same or like parts. It shall be appreciated that, in the following embodiments and the attached drawings, elements unrelated to the present invention are omitted from depiction; and dimensional relationships among individual elements in the attached drawings are provided only for ease of understanding, but not to limit the actual scale.
Please refer to the coupling structure 1000 shown in
In detail, the coupling structure 1000 includes a main coupling unit 1, a reinforced unit 2, a concrete layer 3, and a plurality of tie bars 4.
The main coupling unit 1 is composed of a plurality of main bars 14 and a plurality of main stirrups 15, and the main stirrups 15 surround and tighten at least a part of the main bars 14, and its configuration is as shown in the cross-sectional views of
The reinforced unit 2 is composed of a plurality of working bars 21 and a plurality of reinforced stirrups 22, and the reinforced stirrups 22 surround and tighten at least a part of the working bars 21, and its configuration method is shown in the cross-sectional view of
In this embodiment, the cross-sectional area of the main bars 14 is greater than the cross-sectional area of the working bars 21. However, in other embodiments, the cross-sectional area of the main bars 14 and the working bars 21 can be determined according to the design or demand. Preferably, the cross-sectional area of the main bars 14 is greater than or equal to the cross-sectional area of the working bars 21.
Moreover, each tie bar 4 surrounds at least a part of the main bars 14 and at least a part of the working bars 21, its configuration method is shown in the cross-sectional view of
The concrete layer 3 covers the main coupling unit 1, the reinforced unit 2, and the tie bars 4, so that the main coupling unit 1, the reinforced unit 2, and the tie bars 4 are embedded in the concrete layer 3 to complete a reinforced concrete structure. The concrete layer 3 includes a first plastic hinge segment 31, a main segment 32, and a second plastic hinge segment 33, wherein the main segment 32 wraps the main coupling unit 1, the middle region 12, and the reinforced unit 2, the first plastic hinge segment 31 covers the first plastic hinge region 11 of the main coupling unit 1, and the second plastic hinge segment 33 covers the second plastic hinge region 13 of the main coupling unit 1.
The main segment 32 has a main section as shown in
However, in other embodiments shown in
In another embodiment, the first boundary member and the second boundary member may be two adjacent beams, the coupling structure is a short column arranged between the adjacent beams, and the adjacent beams are perpendicular to the short columns placed between them.
[Repeated Loading Test of Coupling Structure]
In this test example, the coupling structures provided by Example 1 and Comparative Example 1 are used as the test body. The design parameters of the test body are shown in Table 1, and four hydraulic brakes (MTS) are used for loading control. The loading procedure of this test is based on the repeated load test regulations of ACI 374.1-05[5]. The loading procedure uses triangular displacement waves to output the maximum interlayer displacement angles of each stage in sequence as 0.25%, 0.375%, 0.5%, 0.75%, 1.0%, 1.5%, 2%, 3%, 4%, 5%, 6%, 7%, 8%, 9% and 10%, two circles for each layer displacement angle were performed as a cycle, and the test is loaded in a pseudo-static manner. The final damage condition of the test of Example 1 and the load-displacement hysteresis loop and envelope are shown in
From the test results shown in
In summary, the reinforced concrete coupling structure of the present invention can effectively solve the design difficulties of coupling columns and coupling beams by setting reinforcement layers around the main coupling unit of the coupling structure and has excellent seismic performance, and only need steel bars and concrete to finish the reinforcement structure, which has the advantage of easy and fast construction.
Although the present invention has been described in considerable detail with reference to certain embodiments thereof, other embodiments are possible. Therefore, the spirit and scope of the appended claims should not be limited to the description of the embodiments contained herein.
Number | Date | Country | Kind |
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111135828 | Sep 2022 | TW | national |