TWI698567B - Beam-column connection structure, method for connecting beam and column and construction structure using the beam-column connection - Google Patents

Abstract

The present invention relates to a beam-column connection structure, a method for connecting a beam and a column and a construction structure using the beam-column connection. The beam-column connection structure comprises a pre-casting beam-column structure, an engagement member and a beam. The beam-column connection structure has a column structure with a multiple-floor height and beam structures perpendicular to the column structure at the height of each floor. The engagement member is provided at the column structure at the height of each floor. One end of the beam is configured to be connected to the engagement member so that the beam is fixed to the pre-casting beam-column structure.

Description

Beam-column joint structure, beam-column joint method and building structure using the beam-column joint structure

The invention relates to a beam-column joint structure, a beam-column joint method and a building structure using the beam-column joint structure.

The rapid construction of high-quality buildings has long been the goal pursued by the construction and construction industry. Among the many construction methods, the 預鑄 construction method has been successfully applied to various construction and construction projects because of its excellent quality, rapid construction safety, and economic and reasonable construction cost. The 預鑄technique is based on the 預鑄works or the periphery of the construction site. It uses standardized operating procedures and modular molds to make steel structures, such as steel cages, build templates and pour concrete, and quickly mass produce high precision and high quality uniformity. Columns, beams, plates and other structural components. Subsequently, the finished structural components are assembled on the construction site through precise handling management and assembly operations. In this way, the workload on the construction site can be minimized, manpower and construction time can be reduced, and the construction period can be shortened. In addition, this construction method can also reduce or avoid scaffold construction, greatly improving construction safety.

The conventional method of construction method builds up the structure layer by layer, so the construction speed is limited. In view of this, the development of a structure that can be constructed in multiple layers and the installation of beams between each floor to further accelerate the construction speed is indeed a long-awaited by the industry.

The reason is that, in order to achieve the above objective, the embodiment of the present invention relates to a beam-column joint structure, which includes: a beam-column structure with a column structure of multiple heights, and is positioned at the height of each floor , The beam-column structure has a beam structure that is substantially orthogonal to the column structure; a joining member arranged on the column structure of the beam-column structure at the height of each floor; and a beam, the One end of the cross beam is configured to connect the joining member to fix the cross beam to the beam column structure.

Another embodiment of the present invention relates to a beam-column joining method, which includes: providing a beam-column structure, which includes a column structure with a plurality of floors, and the height of each floor includes approximately the same column A beam structure with orthogonal structures; a column structure in which a joint member is provided at the height of each floor of the beam-column structure; and a beam is provided to connect one end of the beam to the joint member so as to The beam is fixed to the beam and column structure.

Another embodiment of the present invention relates to a building structure, which includes: a plurality of beam-column structures, each of which has a column structure with a plurality of storey heights and a column structure with the same column structure at the height of each storey A beam structure substantially orthogonal to each other. The plurality of beam-pillar structures are arranged at a predetermined interval on the periphery of a unit area, wherein the length of the beam structure is approximately half the length of the predetermined interval, so that the plurality of adjacent positions The beam structures of a beam-column structure are aligned with each other; a plurality of joining parts are arranged at the height of each floor of the plurality of beam-column structures on one side of the unit area and the opposite side of the side The column structure; and a plurality of beams, both ends of the beam are configured to connect the plurality of joining parts to fix the plurality of beams between the plurality of beam column structures.

In order to have a clearer understanding of the features, content and advantages of this creation and its achievable effects, this creation is described in detail with the accompanying drawings and in the form of embodiment expressions as follows, and the schematics used therein are only For the purpose of illustration and supplementary description, it should not be interpreted as to limit the scope of patent application for this creation in terms of the proportion and configuration relationship of the attached drawings.

Please refer to Figure 1A and Figure 1B. FIG. 1A is a schematic diagram of a first beam column structure according to a preferred embodiment of the present invention. FIG. 1B is a schematic diagram of the second beam and column structure of a preferred embodiment of the present invention. The beam-column structure 2 has a column structure 21 with multiple heights and a beam structure 22 substantially orthogonal to the column structure 21 at the heights H1, H2, and H3 of each floor to serve as a multi-story building. Load-bearing structure. The beam and column structure 2 can be divided into a first beam and column structure 2A (as shown in FIG. 1A) and a second beam and column structure 2B (as shown in FIG. 1B). As shown in FIG. 1A, the first beam-column structure 2A is provided with beam structures 22 that are substantially orthogonal to each other at the height H1-H3 of each floor at the height H1-H3 of the column structure 21, so that the beam structures 22 form an L-shape. The structure is suitable for installation on the pillar 1 at the corner of the unit area A (as shown in Figure 2A). As shown in Figure 1B, at the height H1-H3 of each floor, the second beam-column structure 2B is provided with beam structures 22 that are roughly aligned on opposite sides of the column structure 21, so that the beams on both sides of the column structure 21 The structures 22 form a long shape with each other, so they are suitable for installation on a non-corner column 1 on the side of the unit area A (as shown in FIG. 2A).

In addition, the beam-column structure 2 can be provided with joining parts 23 (as shown in Figures 1B and 4A) in the column structure 21 at the height H1-H3 of each floor, so that the beam-column structure 2 is connected to the beam 3 (As shown in Figure 3 and Figure 4A). In the embodiment of the present invention as shown in FIG. 2B, the second beam-column structure 2B on the first side E1 of unit area A and the second side E3 opposite to the third side E3 are the columns at the height of each floor H1-H3 The structure 21 is provided with a joining member 23 for connecting the beam 3, and the first beam column structure 2A at the corner of the unit area A and the second side E2 of the unit area A and the second side E4 opposite to the fourth side E4 The cast beam column structure 2B is not provided with the joining member 23. In other embodiments of the present invention, it is possible to determine whether to install the joining member 23 on the beam-column structure 2 according to the position where the beam-column structure 2 is arranged.

As shown in Figures 1A and 1B, the beam rib 224 protruding from the free end 223 of the beam structure 22 on one side of the beam-column structure 2 is sleeved with the reinforcement connector 225, and the beam rib 224 of the beam structure 22 on the other side Stirrups 226 are sleeved on the periphery to connect another beam-column structure 2 at an adjacent position. In a specific embodiment of the present invention, the beam rib 224 of the beam structure 22 of the beam-column structure 2 has an external thread (not shown), and the rebar connector 225 has a corresponding internal thread (not shown).

In this embodiment, the length of the beam-column structure 2 is about 14 to 15 meters, which is the height of a three-story building in a general building. However, the present invention is not limited to this length. The length of 15 meters in this embodiment or the shorter length of other embodiments, such as a length of about 10 meters, is to comply with the laws and regulations of general trucks or pallet trucks on carrying length when transporting the beam and column structure 2 . However, in other embodiments, the beam and column structure 2 can be constructed near the construction site. In this case, its length can be adjusted according to the actual situation, for example, it can be 18 meters, 20 meters or longer. .

Please refer to Figure 1C and Figure 1D. Fig. 1C is a partial internal structure diagram of the embodiment shown in Fig. 1B. FIG. 1D is a schematic cross-sectional view of the main rib component and the stirrup component of the column structure of the embodiment shown in FIG. 1B. In this embodiment, the column structure 21 and the beam structure 22 of the beam-column structure 2 are both reinforced concrete structures. The column structure 21 of the beam-column structure 2 includes a main reinforcement component 211 and a stirrup component 212 fixed to the main reinforcement component 211. The stirrup assembly 212 is a spiral stirrup assembly and includes a main spiral stirrup 2121 and a plurality of auxiliary spiral stirrups 2122. The plurality of auxiliary spiral stirrups 2122 are roughly arranged outside the main spiral stirrup 2121 and some of them penetrate into the main spiral stirrup 2121, that is, each of the plurality of auxiliary spiral stirrups 2122 is partially intersected with the main spiral stirrup 2121. Stacked. In this embodiment, the four corners outside the main spiral stirrup 2121 are provided with auxiliary spiral stirrups 2122. The position and quantity of the auxiliary spiral stirrups 2122 can be adjusted according to actual needs. The main reinforcement assembly 211 has a plurality of main reinforcements passing through each Inside the secondary spiral stirrup 2122. In this embodiment, the main rib component 211 has three main ribs that pass through each pair of spiral stirrups 2122 and are located outside the main spiral stirrups 2121. The number of main bars of the main bar assembly 211 in each pair of spiral stirrups 2122 can be adjusted according to actual needs.

As shown in FIG. 1C, the beam structure 22 of the beam-column structure 2 has a plurality of beam ribs 224 that span the entire length of the column structure 21 of the beam-column structure 2 and extend and protrude from the free end 223 of the beam structure 22. In this embodiment, the free end 223 of the beam structure 22 protrudes outward for a first distance D1, and there are two rows of beam ribs 224 above and below. The arrangement and number of beam ribs 224 can also be adjusted according to requirements. The beam structure 22 of the beam-column structure 2 extends a second distance D2 outward from the column structure 21, and at a predetermined interval, a plurality of stirrups 227 are framed and placed outside the beam reinforcement 224 and covered with concrete, of which the first The distance D1 is smaller than the second distance D2.

As shown in FIG. 1C, the joining member 23 is an elongated plate and has a second length L2 in the height direction. The inner end 231 of the joining member 23 has a plurality of second perforations 2311, and the main spiral stirrup 2121 of the column structure 21 of the beam-column structure 2 penetrates the multiple second perforations 2311 of the inner end 231 of the joining member 23, In order to fix the joining member 23 to the column structure 21 of the beam column structure 2. In this embodiment, the plurality of second perforations 2311 are roughly arranged in a straight line, and each row has 3 perforations. The number of second perforations can be adjusted according to the length of the joining member 23, the pitch of the main spiral stirrup 2121 and actual requirements. .

Please refer to Figure 2A. Fig. 2A is a schematic diagram of a column arranged on a unit area in a preferred embodiment of the present invention. The pillars 1 are arranged on the unit area A of the predetermined building area at a predetermined interval (ie, the third distance D3) along its periphery, so that the pillars 1 are distributed on the corners and edges of the unit area A. The column body 1 has a plurality of steel bars extending upward from the top surface 11 of the column body 1 to form a plurality of connecting ribs 12 for connecting the beam-column structure. In this embodiment, the column 1 can be a singular column structure or a concrete column that has been cast on site.

Please refer to Figure 2B. Fig. 2B is a schematic diagram of a building structure adopting a beam-column structure in a preferred embodiment of the present invention. The bottom surface 213 of the column structure 21 of the beam column structure 2 has a plurality of long grooves 214 (as shown in FIG. 1A and FIG. 1B), which protrude from the top surface 11 of the column body 1 arranged on a predetermined area A The connecting ribs 12 correspond to each other (as shown in FIG. 2A), so that when the beam-column structure 2 is installed on the column 1, the long groove 214 of the bottom surface 213 of the column structure 21 of the beam-column structure 2 is sleeved to the column A connecting rib 12 protruding from the top surface 11 of the body 1. Because the length of the beam structure 22 of the beam-column structure 2 is roughly half the length of the predetermined interval (ie, the third distance D3). In this embodiment, the total length of the first distance D1 and the second distance D2 of the beam structure 22 of the beam-column structure 2 is approximately half the length of the third distance D3. When the beam-column structure 2 is installed on the column When 1 is up, the beam structure 22 of the beam-column structure 2 and the beam structure of another beam-column structure 2 in an adjacent position are aligned and adjacent to each other. In other embodiments of the present invention, the bottom surface 213 of the column structure 21 of the beam-column structure 2 can also be protruded with connecting ribs, and the top surface 11 of the column body 1 can be provided with a corresponding long groove to connect the beam-column The structure 2 is connected to the column 1.

As shown in Figure 2B, the builder moves the rebar splicer 225 sleeved on the beam reinforcement 224 of the beam structure 22 of the beam-column structure 2 so that the two ends of the rebar splicer 225 are connected to adjacent positions. The corresponding beam reinforcement 224 of the beam structure 22 of the beam-column structure 2 is moved, and the stirrup 226 sleeved around the beam reinforcement 224 is moved so that it is sleeved and fixed on the beam reinforcement 224 at a predetermined interval to connect adjacent The location of the beam and column structure 2.

Please refer to Figure 3. Fig. 3 is a schematic diagram of a beam of a preferred embodiment of the present invention. The beam 3 is a reinforced concrete structure or a steel reinforced concrete structure that has been cast on site. The end 31 of the beam 3 has a groove 32 corresponding to the shape of the joining member 23 (as shown in FIG. 1B or 4A). The groove 32 extends upward from the bottom surface 33 of the end 31 of the beam 3 by a first length L1, wherein the first length L1 is smaller than the height T of the beam 3. The top surface 34 of the end 31 of the beam 3 has a hole 35 communicating with the groove 32 for grouting. In addition, the top surface 34 of the beam 3 protrudes with overlapping steel bars 341.

Please refer to Figure 4A-4D. 4A-4D are schematic diagrams of the joining process of fixing the beam 3 to the beam-column structure 2B of a preferred embodiment of the present invention, including the following steps:

Step (a), as shown in Fig. 4A, after the second beam-column structure 2B is established and positioned and connected to another beam-column structure in an adjacent position, the beam 3 is hoisted to the vicinity of the joining member 23 to prepare The groove 32 of the beam 3 is coupled to the joining member 23 of the second beam-column structure 2B.

In step (b), as shown in FIG. 4B, the beam 3 is fixed to the second beam and column structure 2B through the engagement of the groove 32 with the joining member 23. The beam 3 extends upward from the bottom surface 33 of the end 31 of the groove 32 of a first length L1, the first length L1 is smaller than the height T of the beam, and the joining member 23 has a second length L2 in the longitudinal direction. Since the second length L2 of the joint member 23 is smaller than the first length L1 of the groove 32 of the beam 3, when the joint member 23 is engaged in the groove 32 of the beam 3, the joint member 23 can be completely engaged in the groove of the beam 3 There is an accommodation space S in the groove 32 and in the groove 32 below the joining member 23. In this embodiment, when the groove 32 of the beam 3 is aligned with the joint member 23 in the transverse direction, the beam 3 moves in a vertical downward direction via the hanging, and the joint member 23 is engaged with the groove of the beam 3 Within 32.

Step (c), as shown in Fig. 4C and Fig. 4D, the constructor seals and grouting the connection between the beam 3 and the second beam-column structure 2B. In order to fill the gap between the crossbeam 3 and the second beam-column structure 2B, a template 7 is used at the left and right sides and the bottom side of the connection between the beam 3 and the second beam-column structure 2B and the bottom side of the groove 32 Mold sealing. Subsequently, grouting is made from the hole 35 reserved on the top surface 34 of the beam 3, so that concrete or cement mortar can fill the gap and groove 32 at the connection between the beam 3 and the second beam column structure 2B along the hole 35 The gap between the joint member 23 and the groove 32 is located in the accommodation space S below the joint member. After the concrete or cement mortar is solidified, the form 7 is removed, and the beam-column joint structure of the beam 3 and the second beam-column structure 2B is completed.

Please refer to FIGS. 5A-5C, which show a schematic diagram of the bonding process of fixing the beam 4 of the steel frame structure to the beam-column structure 2B according to another preferred embodiment of the present invention, including the following steps:

Step (a), as shown in Figure 5A, firstly establish and position the second beam-column structure 2B and connect it with another beam-column structure (not shown) at an adjacent position, and then hoist the beam 4 to the adjacent The joining part 23' is prepared to join the cross beam 4 to the joining part 23' on the second beam column structure 2B. In this embodiment, the joint member 23' has substantially the same structure as the joint member 23 of the previous embodiment, but the outer end 232' of the joint member 23' is further provided with a plurality of first through holes 2321' for connecting the beam 4. The plurality of first through holes 2321' are substantially vertically arranged in a double-row linear arrangement. In this embodiment, each row has 4 perforations, and the number and position distribution of the first perforations can be adjusted according to actual needs. The beam 4 includes an upper wing plate 41, a lower wing plate 42 and a web 43. The lower wing plate 42 is substantially parallel to the upper wing plate 41, and the upper and lower ends of the web 43 are substantially perpendicularly connected to the lower side of the upper wing plate 41 and the upper side of the lower wing plate 42. The top surface 411 of the upper wing plate 41 is provided with a plurality of shear nails 412. The end 44 of the beam 4 has a plurality of third through holes 441. In the embodiment of the present invention, a plurality of third through holes 441 are located in the web 43 of the beam 4 and are arranged substantially vertically in a two-row straight line arrangement, and are connected to the plurality of first holes of the outer end 232' of the joining member 23' Perforation 2321' corresponds.

Step (b), as shown in Figures 5B and 5C, the builder connects the plurality of third perforations 441 of the end 44 of the beam 4 (as shown in Figure 5A) and the plurality of ends 232' of the joining member 23' After the first holes 2321' are aligned, a plurality of fasteners 5 (for example: fixing bolts) are passed through the plurality of first holes 2321' of the end 23' of the joining member 23' and the plurality of ends 44 of the beam 4 The third through hole 441 is then engaged with a corresponding nut (not shown), thereby fixing the cross beam 4 to the second beam column structure 2B.

Please refer to FIGS. 6A and 6B. In another embodiment of the present invention, the column structure 21' of the beam and column structure 2'is similar to the column structure 21 of the beam and column structure 2 in the previous embodiment. The main difference lies in The beam structure 22' is a steel frame structure. In this embodiment, the beam-column structure 2'is roughly divided into two types: the first beam-column structure 2A' and the second beam-column structure 2B'. As shown in Figure 6A, at the height H1-H3 of each floor, the first beam-column structure 2A' is provided with substantially orthogonal beam structures 22' on two adjacent sides of the column structure 21', forming L The font-shaped structure is therefore suitable for installation on the pillar 1 at the corner of the unit area A (as shown in Fig. 7A). As shown in Fig. 6B, at the height H1-H3 of each floor, the second beam-column structure 2B' is provided with beam structures 22' that are substantially aligned on opposite sides of the column structure 21', so that the column structure 21' The beam structures 22' on both sides form a long structure with each other, so they are suitable for installation on the pillar 1 on the side of the unit area A except for the corners (as shown in FIG. 7A).

In the beam-column structure 2', the column structure 21' at the heights H1-H3 of each floor can be provided with joining parts 23 for connecting the beam-and-concrete beams 3 (as shown in FIG. 3). In the embodiment of the present invention as shown in FIG. 7B, the second beam-column structure 2B' on the first side E1 of the unit area A and the second side E3 opposite to the third side E3 is at the height of each floor H1-H3 The column structure 21' is provided with a joining member 23 for connecting the beam 3, and the first beam column structure 2A' at the corner of the unit area A and the second side E2 of the unit area A and the fourth side E4 opposite to it The second beam-column structure 2B' is not provided with the joining member 23. In other embodiments of the present invention, it is possible to determine whether to install the joining member 23 on the beam-column structure 2'according to the position of the beam-column structure 2'. In other embodiments of the present invention, the beam-column structure 2'can also be provided with a joining member 23' for connecting the beam 4 of the steel frame structure (see FIG. 5A).

Please refer to Figure 6C and Figure 6D. Fig. 6C is a partial internal structure diagram of the embodiment shown in Fig. 6B. 6D is a schematic cross-sectional view of the main rib assembly and the stirrup assembly of the column structure of the embodiment shown in FIG. 6B. The column structure 21' of the beam-column structure 2'includes a main reinforcement component 211' and a stirrup component 212' fixed to the main reinforcement component 211'. The stirrup assembly 212' is a spiral stirrup assembly and includes a main spiral stirrup 2121' and a plurality of auxiliary spiral stirrups 2122'. The main spiral stirrup 2121' penetrates the plurality of fourth perforations 222' at the inner end 221' of the beam structure 22' on each side of the beam-column structure 2'. In this embodiment, the fourth through holes 222' are roughly arranged in a straight line. In addition, a plurality of auxiliary spiral stirrups 2122' are roughly arranged outside the main spiral stirrup 2121' and part of them penetrates into the main spiral stirrup 2121', that is, each of the plurality of auxiliary spiral stirrups 2122' is partly connected to The main spiral stirrups 2121' overlap. In this embodiment, the four corners of the outer side of the main spiral stirrup 2121' are provided with auxiliary spiral stirrups 2122', and the location and quantity of the auxiliary spiral stirrups 2122' can be adjusted according to actual needs. In addition, the main reinforcement component 211 ′ is inserted into the auxiliary spiral stirrup 2122 ′, and the main reinforcement component 211 ′ has a plurality of main reinforcements passing through each auxiliary spiral stirrup 2122 ′. In this embodiment, the main reinforcement component 211 ′ has three main reinforcements passing through each pair of spiral stirrup 2122 ′ and at the outer edge of the main spiral stirrup 2121 ′. In other embodiments of the present invention, the main bar assembly 211' may have two main bars in each spiral stirrup 2122', and the number of main bars in each spiral stirrup 2122' can also be adjusted according to actual needs.

The connection method of the beam-column structure 2'and the column 1 is substantially the same as the connection method of the beam-column structure 2 and the column 1 of the previous embodiment. As shown in FIGS. 6A and 6B, the bottom surface 213' of the column structure 21' of the beam column structure 2'has a plurality of long grooves 214', which protrude from the top surface 11 of the column 1 arranged on the predetermined area A A plurality of connecting ribs 12 are extended correspondingly (as shown in FIG. 7A), so that when the beam-column structure 2'is installed on the column 1, the bottom surface 213' of the column structure 21' of the beam-column structure 2' The long groove 214 ′ is sleeved on the connecting rib 12 protruding from the top surface 11 of the column 1. As shown in FIG. 7B, since the length of the beam structure 22' of the beam-column structure 2'is roughly half the length of the predetermined interval (that is, the third distance D3 shown in FIG. 7A), when the beam-column structure 2 is When installed on the column body 1, the beam structure 22' of the beam-column structure 2'and the beam structure 22' of the adjacent beam-column structure 2'are aligned with each other in the length direction of the beam. In other embodiments of the present invention, the bottom surface 213' of the column structure 21' of the beam-column structure 2'can also be extended with connecting ribs, and the top surface 11 of the column body 1 is provided with a corresponding long groove to connect the column structure 21' is combined with column 1. In addition, as shown in FIGS. 6A and 6B, the free end 223' of the beam structure 22' of the beam-column structure 2'has a plurality of connecting holes 228'. In the embodiment of the present invention, the plurality of connecting holes 228' Roughly arranged vertically in a double-row straight configuration.

As shown in FIG. 7B, the beams of the adjacent beam-column structure 2'are connected by the joint plate 24' having a plurality of fifth through holes (in FIG. 7B, the position where the joint plate 24' penetrates the fastener 6) Structure 22'. Attach the two ends 242' of the joint plate 24' to the free ends 223' of the corresponding beam structure 22' of the adjacent beam-column structure 2', and bolt into the joint plate 24 with fasteners 6 (for example, fixing bolts) The plurality of fifth perforations of the'two ends 242' and the plurality of connecting holes 228' of the free end 223' of the corresponding beam structure 22' of the adjacent beam-column structure 2'are then engaged with the corresponding nut to penetrate The joint plate 24' fixes the beam structure 22' of the adjacent beam-column structure 2'.

After the beam-column structure 2'is installed and positioned, the steps of fixing the cross beam 3 to the second beam-column structure 2B' with the joining member 23 are the same as the steps in FIGS. 4A-4D of the previous embodiment. In addition, the steps of fixing the cross beam 4 to the second beam-column structure 2B' with the joining member 23' are the same as the steps in FIGS. 5A-5C in the previous embodiment.

The term "one" or "one" in this article is used to describe the elements and components of this creation. This term is only for the convenience of description and to give the basic idea of this creation. This description should be understood to include one or at least one, and unless clearly indicated otherwise, the singular also includes the plural. When used together with the word "include" in the scope of patent application, the term "a" can mean one or more than one. In addition, the term "or" in this article means the same as "and/or".

Unless otherwise specified, such as "above", "below", "up", "left", "right", "down", "body", "base", "vertical", "horizontal", "side" , "Higher", "Lower", "Upper", "Above", "Below" and other space descriptions indicate the directions shown in the figure. It should be understood that the spatial description used herein is for illustrative purposes only, and the actual implementation of the structure described herein can be spatially arranged in any relative direction, and this restriction will not change the advantages of the embodiments of the present invention. For example, in the description of some embodiments, providing an element "on" another element can cover the situation where the previous element is directly on the next element (for example, physically contacting the latter element) and a Or a situation where a plurality of intervening elements are located between the previous element and the next element.

As used herein, the terms "approximately", "substantial", "substantial" and "about" are used to describe and consider minor changes. When used in conjunction with an event or situation, these terms can mean a situation in which the event or situation clearly occurs and the event or situation closely approximates the situation in which it occurred.

The above-mentioned embodiments are only to illustrate the technical ideas and characteristics of this creation, and their purpose is to enable those who are familiar with the art to understand the content of this creation and implement them accordingly. When it cannot be used to limit the scope of patents for this creation, Equal changes or modifications made in accordance with the spirit of this creation should still be covered by the scope of the patent of this creation.

1: cylinder 2: 預鑄 beam column structure 2': beam and column structure 2A: The first beam and column structure 2A': The first beam and column structure 2B: The second beam and column structure 2B': The second beam and column structure 3: beam 4: beam 5: Fastener 6: Fasteners 7: template 11: Top surface 12: Connecting rib 21: Column structure 21': column structure 22: beam structure 22': beam structure 23: Joining parts 23': Joint parts 24': splice plate 31: End 32: groove 33: Bottom 34: top surface 35: Hole 41: Upper Wing Board 42: Lower Wing 43: Web 44: end 211: Main bar components 211': main reinforcement component 212: Stirrup components 212': stirrup component 213: Bottom 213': bottom surface 214: Long Slot 214': Long slot 221': inner end 222': fourth perforation 223: free end 223': free end 224: beam reinforcement 225: Rebar splicer 226: Stirrups 227: Stirrups 228': connecting hole 231: inner end 232': outer end 242': end 2311: second piercing 2321': first perforation 341: Lap Rebar 411: top surface 412: Shear Nail 441: Third Piercing 2121: main spiral stirrup 2121': main spiral stirrup 2122: secondary spiral stirrup 2122': secondary spiral stirrup A: unit area D1: first distance D2: second distance D3: third distance E1: First side E2: second side E3: Third side E4: Fourth side S: housing space L1: first length L2: second length H1: height H2: height H3: height T: height

The drawings described below are only for exemplary purposes and are not intended to limit the scope of the disclosure in any way: FIG. 1A is a schematic diagram of a first beam column structure according to a preferred embodiment of the present invention. FIG. 1B is a schematic diagram of the second beam and column structure of a preferred embodiment of the present invention. Fig. 1C is a partial internal structure diagram of the embodiment shown in Fig. 1B. FIG. 1D is a schematic cross-sectional view of the main reinforcement component and the stirrup component of the column structure of the embodiment shown in FIG. 1B. Fig. 2A is a schematic diagram of a column arranged on a unit area in a preferred embodiment of the present invention. Fig. 2B is a schematic diagram of a building structure adopting a beam-column structure in a preferred embodiment of the present invention. Fig. 3 is a partial schematic diagram of a beam of a preferred embodiment of the present invention. 4A-4D are schematic diagrams of the joining process of fixing the beam to the beam-column structure in a preferred embodiment of the present invention. 5A-5C are schematic diagrams of the bonding process of fixing the beam of the steel frame structure to the beam-column structure of another preferred embodiment of the present invention. 6A is a schematic diagram of a first beam-column structure using a steel-frame beam structure in another preferred embodiment of the present invention. 6B is a schematic diagram of a second beam-column structure using a steel-reinforced beam structure according to another preferred embodiment of the present invention. Fig. 6C is a schematic diagram of the internal structure of the embodiment shown in Fig. 6B. 6D is a schematic cross-sectional view of the main rib assembly and the stirrup assembly of the column structure of the embodiment shown in FIG. 6B. FIG. 7A is a schematic diagram of another preferred embodiment of the present invention where pillars are arranged per unit area. FIG. 7B is a schematic diagram of the architectural structure of another preferred embodiment of the present invention using a beam-column structure with a steel beam structure.

2B: The second beam and column structure

3: beam

23: Joining parts

32: groove

Claims (30)

A beam-column joint structure, comprising: a beam-column structure with a column structure with a plurality of storey heights, and at the height of each storey, the beam-column structure has substantially the same height as the column structure Handed beam structure; a joint member, which is arranged in the column structure of the beam column structure at the height of each floor; and a beam, one end of the beam is configured to connect the joint member to The beam is fixed to the beam and column structure, wherein the end of the beam has a groove, so that when the beam is fixed to the beam and column structure, the joining component is engaged in the groove. Such as the beam-column joint structure of claim 1, wherein the beam-column structure is provided with the beam structure substantially aligned on opposite sides of the column structure. Such as the beam-column joint structure of claim 2, wherein the beam is a reinforced concrete structure. The beam-column joint structure of claim 3, wherein the joint member is a strip-shaped plate and has a second length in the longitudinal direction, and the groove extends upward from the bottom surface of the end of the beam and is smaller than the beam The height is a first length, wherein the second length is smaller than the first length. Such as the beam-column joint structure of claim 4, wherein the top surface of the end of the beam has a hole, and the hole is connected with the groove. For example, the beam-column joint structure of claim 2, wherein the beam is a steel frame, and further includes a plurality of fasteners, and the end of the beam has a plurality of third perforations, which are connected with the plurality of first perforations of the joint member Correspondingly, the plurality of fasteners respectively pass through the plurality of first perforations and the corresponding plurality of third perforations, thereby fixing the beam to the beam column structure. For example, the beam-column joint structure of claim 6, wherein the beam comprises: an upper wing plate; a lower wing plate, the lower wing plate being substantially parallel to the upper wing plate; and a web plate, the web plate being substantially parallel to the upper wing plate through its upper and lower ends It is vertically connected to the lower side of the upper wing plate and the upper side of the lower wing plate. For example, the beam-column joint structure of claim 7, wherein the plurality of third perforations are located on the web of the beam and are arranged substantially vertically in a double-row linear configuration, and the top surface of the upper wing plate is provided with a plurality of shear nails, The plurality of first perforations are substantially vertically arranged in a double-row linear arrangement and correspond to the plurality of third perforations. Such as the beam-column joint structure of claim 1 to 8, wherein the column structure of the beam cast structure includes a main reinforcement component and a stirrup component fixed to the main reinforcement component, wherein the stirrup component is a spiral stirrup component, And the stirrup assembly includes a main spiral stirrup and a plurality of auxiliary spiral stirrups, the plurality of auxiliary spiral stirrups are approximately arranged outside the main spiral stirrup, and a part of the plurality of auxiliary spiral stirrups penetrates the main spiral hoop In the ribs, the main rib component passes through the auxiliary spiral stirrups. For example, the beam-column joint structure of claim 9, wherein the main spiral stirrup passes through a plurality of second perforations of the joint member, and the plurality of second perforations are roughly arranged in a straight line. Such as the beam-column joint structure of claim 10, wherein the beam structure of the beam-column structure is aligned with and adjacent to another beam structure of another beam-column structure in an adjacent position. Such as the beam-column joint structure of claim 11, wherein the beam structure of the beam-column structure is a reinforced concrete structure and has a plurality of beam ribs protruding from the free end of the beam structure. Such as the beam-column joint structure of claim 11, wherein the beam structure of the beam-column structure is a steel frame structure and is provided with a plurality of connecting holes at its free ends. A beam-column joining method, comprising: providing a beam-column structure including a column structure with a plurality of storey heights, and including a beam structure substantially orthogonal to the column structure at the height of each storey; A joint member at the height of each floor of the beam column structure of the column structure; and a beam is provided, a groove is provided at one end of the beam, and one end of the beam is connected to the joint member so that The joining component is clamped in the groove to fix the cross beam to the beam column structure. Such as the method of claim 14, wherein the step of providing a beam-column structure is to provide a column structure including a plurality of storey heights, and the height of each storey includes substantially the same column structure The beam-column structure that is orthogonal to the beam structure is arranged on the opposite sides of the column structure. The method of claim 15, further comprising passing the main spiral stirrup through a plurality of second perforations of the joining member, wherein the plurality of second perforations are substantially arranged in a straight line. The method of claim 16, wherein the step of providing a beam includes providing the groove having a first length, the first length extending upward from the bottom surface of the end portion less than the height of the beam, wherein the step of providing a joining member The step is to arrange a strip-shaped plate member having a second length smaller than the first length in the longitudinal direction. The method of claim 17, further comprising providing a hole on the top surface of the end of the beam to communicate with the groove. The method of claim 18, further comprising grouting from the hole, and sealing mold grouting at the connection between the beam-column structure and the beam and the beam-column structure. Such as the method of claim 16, further providing a plurality of fasteners, and locking the plurality of fasteners after passing through a plurality of third perforations located at the end of the beam and a plurality of first perforations of the joining member , Thereby fixing the beam to the beam column structure. A building structure, which includes: a plurality of beam-column structures, each of which has a column structure with multiple floors and each The height of the floor has a beam structure substantially orthogonal to the column structure. The plurality of beam column structures are arranged at a predetermined interval on the periphery of a unit area, wherein the length of the beam structure is approximately the predetermined interval Half the length, so that the beam structures of the plurality of beam-column structures in adjacent positions are aligned with each other; a plurality of joint members are arranged on one side of the unit area and the plurality of beams on the opposite side of the side The column structure at the height of each floor of the column structure; and a plurality of beams, both ends of the beams are configured to connect the plurality of joint members, so that the plurality of beams are fixed to the plurality of prefabs Between cast beam and column structure. For example, the building structure of claim 21, wherein the plurality of beams are steel reinforced concrete structures, and the two ends of the plurality of beams respectively have grooves, so that when the plurality of beams are fixed to the plurality of beam columns When between the structures, the plurality of joining components are engaged with the plurality of grooves. For example, the building structure of claim 22, wherein the plurality of joining parts are strip-shaped panels, and have a second length in the longitudinal direction, wherein the plurality of grooves extend from the two ends of the plurality of beams The bottom surface extends upwards and is less than a first length of the height of the plurality of beams, wherein the second length is less than the first length. Such as the building structure of claim 23, wherein the top surfaces of the two ends of the plurality of beams have holes communicating with the plurality of grooves. For example, the building structure of claim 21, wherein the plurality of beams is a steel frame structure, and further includes a plurality of fasteners, and the two ends of the plurality of beams have a plurality of third perforations, which Corresponding to the plurality of first perforations of the plurality of joining parts, the plurality of fasteners pass through the plurality of first perforations and the corresponding plurality of third perforations, thereby fixing the plurality of beams to the plurality of Between the beam and column structure. For example, the building structure of any one of Claims 21 to 25, further comprising a plurality of columns arranged at the periphery of the unit area at the predetermined interval, and the plurality of beam and column structures are installed on the plurality of columns on. For example, the building structure of claim 26, wherein the top surface of each of the plurality of columns has a plurality of connecting ribs protruding, and the bottom surface of each of the plurality of beam-column structures has a plurality of long grooves, of which the plurality of The long groove is sleeved on the plurality of connecting ribs. Such as the building structure of claim 27, wherein the column structure and the beam structure of the plurality of beam-column structures are reinforced concrete structures and have a plurality of beam ribs protruding from the free ends of the beam structure. For example, the building structure of claim 28, in which the two ends of a plurality of rebar splicers are respectively connected to the corresponding beams of the beam structure of the plurality of beam-column structures in adjacent positions, and in the plurality of beams A plurality of stirrups are sleeved on the plurality of beams of the beam structure of the column structure at a predetermined interval. For example, the building structure of claim 27, wherein the column structure of the plurality of beam-column structures is a reinforced concrete structure, and the beam structure of the plurality of beam-column structures is a steel frame structure with A plurality of connecting holes at their free ends, further comprising a plurality of joint plates with a plurality of perforations, the two ends of which are respectively attached to the free ends of the corresponding beam structures of the plurality of beam-column structures in adjacent positions, and have A plurality of fixing bolts are bolted into the perforations at both ends of the plurality of joint plates and the plurality of connecting holes at the free ends of the corresponding beam structure of the plurality of beam-column structures in adjacent positions to connect the adjacent positions The plural beam and column structures are fixedly connected.

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