TW202403156A - Beam-column structure and method for assembling the same - Google Patents

Abstract

The instant disclosure provides a beam-column structure, comprising a precast column, a connection structure, a conduit, a plurality of vertical steels, and a mortar material. The connection structure includes a precast connector and at least a beam horizontally connecting to the precast connector. The precast connector is disposed above the precast column and is configured to be distant from a top surface of the precast column by a gap. The precast connector includes multiple through holes which vertically pass through the precast connector and communicate with the gap. The conduit includes an inlet exposed to an exterior of the beam-column structure and an outlet port in a position corresponding to a central section of the top surface of the precast column and communicates with the gap. The vertical steels are disposed in the through holes and connected to a peripheral section of the top of the precast column that surround the central section of the top of the precast column. The mortar material is filled in the gap and the through holes.

Description

Beam-column structure and its joining method

The present disclosure relates to providing a beam-column structure and a joining method thereof.

Common construction methods include RC (reinforced concrete) structure, SC (steel beams and columns covered with concrete for fire protection) structure, and SRC (steel reinforced concrete) structure. RC (reinforced concrete) structures can be divided into the traditional casting method of pouring concrete on site and the in-house construction method that has been developed in recent years and has the advantages of excellent structural quality, safe and rapid construction, and economical and reasonable construction costs. The Xuan construction method is based on the Xuan factory or around the construction site. It uses standardized operating procedures and modular molds to make steel structures and pour concrete to quickly mass-produce precision columns, beams, plates, etc. Xuan components. . Through precise handling management and assembly operations, the Xuan components produced in the Xixuan factory or around the construction site are assembled on the construction site. In this way, the workload on the construction site can be minimized, manpower and construction time can be reduced, thereby effectively shortening the construction period and ensuring construction quality. In addition, the construction method can also reduce or avoid construction on the outer wall scaffolding, which greatly improves construction safety.

Since various construction methods have their own advantages and disadvantages, hybrid construction methods are gradually being adopted. For example, the use of the cast-iron method and the traditional cast-iron construction method for residential construction projects can bring into play their respective advantages and disadvantages. Among them, the cast-iron method is used to construct the main structure of beams and columns around the building, and the traditional cast-cast method is used to construct the building. The more trivial work details inside the product can usually achieve the best cost performance in terms of quality, work hours, and finished products. In view of the development of this type of building, how to use the minimum construction steps to achieve maximum output and provide the best quality methods for manufacturing such beam-column structures, as well as the beam-column structures made by this method, are what the industry is looking forward to. .

According to an embodiment of the present disclosure, the beam-column structure includes: a column having a top surface, wherein the top surface is defined to include an inner area and a peripheral area surrounding the inner area; a connecting structure including: A 鐐鄄 connector is disposed above the 鐐鄄 pillar and is configured to be separated from the top surface of the 鐐鄄 pillar by a gap. The 鐐鄄 connector includes a plurality of perforations vertically passing through it and communicating with the gap; At least one beam structure extends in a horizontal direction from the ridge joint; a grouting pipe includes an inlet end and an outlet end, the inlet end is exposed outside the beam-column structure, and the outlet end is opposite to the ridge column. The inner area of the top surface is disposed and connected to the gap; and a plurality of vertical steel bars are disposed in the perforations of the latch connector and connected to the peripheral area of the top surface of the latch column; a mortar Materials are used to fill the gaps and perforations.

According to an embodiment of the present disclosure, a method of manufacturing a beam-column structure includes: providing a beam-column structure, which includes a plurality of continuous structures therein, and one end of the plurality of continuous structures is exposed to the beam-column structure. A top surface, the ends of the plurality of continuous structures include an internal thread therein; a plurality of vertical steel bars are connected to the Xiuxuan column, whereby the plurality of vertical steel bars are formed from the top surface of the Xiuxuan column Extending upward, one end of the plurality of vertical steel bars has an external thread, and the external thread of the vertical steel bar engages with the internal thread of the continuous structure to screw the plurality of vertical steel bars to the ridge in the column. and other continuous structures; place a plurality of spacers on the top surface of the 鐐鄄 pillar; provide a connection structure, the connection structure includes a 鐐鄄 connector and at least one beam extending in a horizontal direction from the 鐐鄄 connector structure, in which a plurality of perforations are vertically penetrated by the Qixuan connector; the connection structure is suspended so that the perforations in the Qixuan connector correspond to and are sleeved on the plurality of vertical steel bars, and the Qixuan connector A bottom surface of the hoisting device finally abuts against the spacers, so that a gap is maintained between the hook connector and the bracket column; a mortar material is filled into the gap through a grouting pipe, and Then it enters the gap between the perforations and the vertical steel bars, wherein the grouting pipe is located in the Xiuxuan column and has an inlet end disposed on one side of the Xiuxuan column and an outlet end disposed on the Xiuxuan column. The top surface, or the grouting pipe is located in the 鐐鐄 connector and runs vertically through the 鐐鐄 connector.

In order to have a clearer understanding of the characteristics, content and advantages of this invention and the effects it can achieve, this invention is described in detail below in conjunction with the accompanying drawings and in the form of embodiments. The purpose of the diagrams used is only They are for illustration and auxiliary description purposes, so the proportions and configuration relationships of the attached drawings should not be interpreted to limit the patentable scope of this creation.

The term "a" or "an" used herein is used to describe the elements and components of the invention. This terminology is only for convenience of description and to give the basic concept of this creation. This recitation should be understood to include one or at least one, and the singular also includes the plural unless it is expressly stated otherwise. When used with the word "comprising" in a patent application, the term "a" can mean one or more than one. In addition, the word "or" used in this article has the same meaning as "and/or".

Unless otherwise specified, terms such as "above", "below", "up", "left", "right", "down", "body", "base", "vertical", "horizontal", "side" Spatial descriptions such as "higher", "lower", "upper", "above", and "below" indicate the direction shown in the figure. It should be understood that the spatial descriptions used herein are for illustrative purposes only, and that actual implementations of the structures described herein may be spatially configured in any relative orientation, and this limitation does not alter the advantages of the disclosed embodiments. For example, in the description of some embodiments, providing that one element is "on" another element may encompass situations where the former element is directly on (e.g., in physical contact with) the latter element, as well as when an element is "on" the latter element. Or a situation where multiple intervening components are located between the previous component and the following component.

As used herein, the terms "substantially," "substantially," "substantially," and "approximately" are used to describe and account for minor changes. When used in connection with an event or circumstance, these terms may mean both a definite occurrence of the event or circumstance and a close approximation of the occurrence of the event or circumstance.

FIG. 1 shows a schematic diagram of a building system 1 according to an embodiment of the present disclosure. According to an embodiment of the present disclosure, the outermost periphery of a single floor of the building system 1 adopts a beam-column-and-column structure, and the interior adopts a traditional field casting method. Among the plurality of outermost beam-column structures, the beam-column structures A1 and A2 are located at the outermost periphery of the building system 1, for example: four beam-column structures A1 and eight beam-column structures A2. The internal casting method part includes a plurality of internal column structures 2 and a plurality of internal beam structures 3.

In the embodiment shown in FIG. 1 , four beam-column structures A1 are placed at the corners of the building system 1 , and every two beam-column structures A2 are disposed between two beam-column structures A1 . However, it should be understood that the number and arrangement of the beam and column structures A1 and A2 of the present disclosure can be changed according to the design of the building system, and are not limited to this embodiment.

Please refer to Figure 2. In one embodiment, the beam-column structure A1 includes a connecting structure 5, a lattice column 10, and a plurality of vertical steel bars 20. The connecting structure 5 includes a lattice connector 30 and two beam structures. 40.

The Xuanzhu 10 series is pre-cast in the factory and then transported to the construction site for assembly. In one embodiment, the extension height of the pillar 10 is the height of a single floor of the building system 1 . The top surface 11 of the Qixuan column 10 has an inner area 12 and a peripheral area 13 . The inner area 12 is located inside the top surface 11 and is slightly recessed. The peripheral area 13 surrounds the inner area 12 and is located between the inner area 12 and the side 14 of the pillar 10 .

The Qixuan column 10 includes a plurality of continuous structures 15 embedded therein, wherein one end of the plurality of continuous structures 15 is substantially flush with the peripheral area 13 of the top surface 11 . The splice structure 15 is configured to allow the vertical steel bars 20 to be connected to the top surface 11 of the column 10 . In one embodiment, one end of the connecting structure 15 has a cylindrical recessed hole, including internal threads (not shown) formed on the inner wall of the cylindrical recessed hole for coupling with external threads at one end of the vertical steel bar 20. Thereby, the vertical steel bars 20 are connected to the pillars 10 through the connecting structures 15 and extend upward from the top surface 11 of the pillars 10 . The connection relationship between the continuous structure 15 and the vertical steel bars 20 will be further described in the following embodiments with respect to Figures 5, 6A and 6B.

In one embodiment, the beam connector 30 of the beam-column structure A1 is disposed above the beam 10 and has a top surface 31 and a bottom surface 32 opposite to the top surface 31 . The rail connector 30 is configured to connect the rail column 10 and the beam structure 40 . A plurality of through holes 34 are vertically penetrated from the top surface 31 to the bottom surface 32 of the connector 30 . In the beam-column structure A1, the through holes 34 of the lattice connector 30 are located above the outer peripheral area 13 of the top surface 11 of the lattice column 10. The number and location of the through holes 34 of the connector 30 are relative to the number and location of the connecting structures 15 in the post 10 . One end of the vertical steel bar 20 is connected to the continuous structure 15 in the Xiuxuan column 10 , so the vertical steel bar 20 protrudes upward from the top surface 11 of the Xiuxuan column 10 . With the above arrangement, in the process of the Yi-Xuan connector 30 being hung above the Yi-Xuan column 10 and gradually being lowered, each of the vertical steel bars 20 of the Yi-Xuan column 10 is inserted into the corresponding through hole 34 of the Yi-Xuan connector 30.

In addition, in the embodiment shown in FIG. 2 , a grouting pipe 50 is vertically passed through the connector 30 from the top surface 31 to the bottom surface 32 . The outlet end of the grouting pipe 50 is located above the inner area 12 of the top surface 11 of the column 10 . The grout pipe 50 is configured to allow mortar material (not shown in Figure 2) to pass through the outlet end of the grout pipe 50 into the gap between the joint 30 and the column 10, and subsequently between the steel bar 20 and the perforation 34. The gap is used to combine the Qixuan column 10, the vertical steel bar 20, and the Qixuan connector 30. In an exemplary embodiment, the outlet end 52 of the grouting pipe 50 on the bottom surface 32 is located at the substantial center of the interior area 12 (i.e., a center of the top surface 11 of the Xuan column 10), whereby the mortar is configured to flow from the center Diffuse outward to increase the uniformity of distribution of mortar materials.

Referring to FIG. 3 , in one embodiment, the stirrup connector 30 includes a plurality of stirrups 38 for surrounding the vertical steel bars 20 disposed in the through holes 34 . The details of the arrangement of the stirrups 38 are shown in FIG. 3 . The two beam structures 40 respectively extend outward from the two mutually perpendicular side surfaces 33 and 35 of the X-shaped connector 30 . As shown in FIG. 3 , each beam structure 40 has a plurality of beam bars 48 , one end of which is disposed in the connector 30 and extends outward from the connector 30 in the horizontal direction. In one embodiment, the ends of the plurality of beam bars 48 located in the joints 30 include anchoring heads 481 with larger widths. Through the arrangement of the anchor head 481, the connection strength between the beam reinforcement 48 and the Xuan connector 30 can be increased. The beam reinforcements 48 of the two beam structures 40 are located at different heights in the joint 30 and do not interfere with each other.

Referring again to Figure 1, the structural characteristics of the beam-column structure A2 are similar to the structural characteristics of the beam-column structure A1. The difference between the two includes that the two beam structures 40 of the beam-column structure A2 are outward from the two opposite sides of the connector 30. extend. To simplify the explanation, the structural characteristics of the beam-column structure A2 will not be repeated. The beam and column structures A1 and A2 together constitute the outermost structure of the building system 1. The internal column structure 2 constructed on site is installed in the internal space surrounded by the outer wall of the building system 1. The internal beam structure 3 connects the internal column structure 2 to the beams. Column structures A1 and A2 are pillars 10.

The connecting structure 5 of the beam-column structures A1 and A2, which includes a C-shaped connector 30 and two beam structures 40, is assembled in the factory using the C-shaped construction method in advance and then transported to the construction site. It is hoisted as a whole and then overlapped. The construction time can be greatly reduced and the construction efficiency can be effectively improved with the 10-inch column.

Please refer to Figures 4, 5, and 7-10, which show cross-sectional views at various stages of the manufacturing process along the line B-B in Figure 3. According to an embodiment of the present disclosure, the assembly method of the connecting structure 5 and the columns 10 of the beam-column structure A1 at the construction site is explained as follows with reference to Figures 4, 5, and 7-10:

First, as shown in FIG. 4 , a lifting pole 10 is hoisted to a predetermined position on the construction site and fixed. The Xiuxuan column 10 includes a plurality of continuous structures 15 vertically embedded therein. One end 151 of the continuous structure 15 has a joint, which is exposed on the top surface 11 of the column 10 . The joint 151 is used to join one end of the vertical steel bar 20 , as described in detail below. In one embodiment, as shown in FIG. 4 , a plurality of spacers 60 are placed above the pillars 10 . The spacer 60 is configured to maintain a predetermined distance between the connector 30 and the column 10 when the connector 30 of the connecting structure 5 is placed on the column 10 .

As shown in FIG. 5 , a plurality of vertical steel bars 20 are connected to the continuous structure 15 of the Xiuxuan column 10 so that the vertical steel bars 20 extend upward from the top surface 11 of the Xiuxuan column 10 . In some embodiments, as shown in FIG. 6A , the bottom end 21 of the vertical steel bar 20 has an external thread 22 in the form of an enlarged thread. The external threads 22 of the vertical steel bars 20 are engaged with the internal threads of the ends 151 of the connecting structure 15 to screw the vertical steel bars 20 to the connecting structures 15 in the Xixuan columns 10 . In another embodiment, as shown in FIG. 6B , the bottom end 21a of the vertical steel bar 20a does not have an external thread, but includes a sleeve 22a (such as a rolling stock) set thereon. The diameter of the sleeve 22a is slightly larger than the diameter of the continued structure 15. When the bottom end 21a of the vertical steel bar 20a is inserted into the continued structure 15, the sleeve 22a is combined with the continued structure 15 in a tight fitting manner, thereby connecting the vertical steel bar 20 to The continuation structure 15 of the Xixuan pillar 10.

After the vertical steel bars 20 are connected to the continuation structure 15 of the Xiuxuan column 10, as shown in Figure 7, the Xiuxuan connector 30 of the connection structure 5 is suspended above the Xiuxuan column 10, so that the Xiuxuan connector 30 is in the middle. corresponding to the through holes 34, and lower the hook connector 30 to be sleeved on the vertical steel bar 20. In one embodiment, the height H1 of the vertical steel bar 20 extending upward from the top surface 11 of the column 10 is greater than the height H2 of the through hole 34 in the vertical direction. In this way, when the connector 30 is hung above the column 10, the top end 23 of the vertical steel bar 20 is exposed to the outside of the through hole 34, and protrudes upward from the top surface 31 of the connector 30 for connection. The upper level is connected with 10 pillars. In one embodiment, after the connector 30 is hung on the column 10 , as shown in FIG. 7 , due to the arrangement of the spacer 60 , a gap 55 is formed between the top surface 11 of the column 10 and the column 10 . between the bottom surfaces 32 of the 鐐鄄 connector 30 .

After the connector 30 is hung on the column 10 , as shown in FIG. 8 , the gap 55 is sealed around the gap 55 with a sealing element 65 . In this embodiment, the sealing element 65 is a membrane-sealed pneumatic tire. The sealed air tire can be placed around the gap 55 when it is not inflated, and then the gas is filled into the sealed air tire to seal the surroundings of the gap 55 . In another embodiment, the sealing element 65 is a mold plate, which is attached to the side wall of the Qingxiang column 10 and the Qingxiang connector 30 to seal around the gap 55 . In another embodiment, the spacer 60 is omitted, and the sealing element 65 has an annular structure that is arranged around the gap 55 . The sealing element 65 simultaneously serves to separate the top surface 11 of the Qiao column 10 from the bottom surface 32 of the QQ connector 30 and to seal the gap 55 .

After sealing around the gap 55 , as shown in FIG. 9 , a mortar material 56 is filled into the gap 55 via the grouting pipe 50 . The mortar material 56 may be supplied by a transfer pipe 70 (eg, a PVC pipe). Specifically, the transmission pipe 70 is connected to the inlet end 51 of the grouting pipe 50 located on the top surface 31 of the X-shaped connector 30 . The transfer pipe 70 then supplies mortar material 56 (eg, non-shrink mortar) toward the grout pipe 50 . With the action of gravity, the mortar material 56 flows from the inlet end 51 of the grouting pipe 50 to the outlet end 52 of the grouting pipe 50 and the gap 55 , and flows into the gap 55 . As the mortar material 56 continues to be supplied from the transmission pipe 70 into the grouting pipe 50, since the gap 55 is closed around the sealing element 65, the mortar material 56 will flow into the gap between the perforation 34 and the vertical steel bar 20, as shown in Figure 10 shown. It should be understood that although FIG. 10 only shows the situation in which the perforations 34 on the B-B section of the beam-column structure in FIG. 3 are filled with mortar material 56, each perforation 34 in the Li-Xuan connector 30 will be filled with mortar material 56. in.

In one embodiment, the step of supplying the mortar material 56 from the transfer tube 70 is stopped when the mortar material 56 flows out from the top of the perforation 34 located on the top surface 31 of the latch connector 30 . Next, the mortar column 10 and the mortar connector 30 can be left to stand for a predetermined period of time (such as several hours or tens of hours) according to actual conditions such as grouting strength, on-site temperature and humidity, etc., until the mortar material is completely solidified. After the mortar material is solidified, the sealing element 56 is removed, and the fabrication of the beam-column structure A1 is completed. In one embodiment, the manufacturing method of the beam-column structure A2 is similar to the manufacturing method of the beam-column structure A1. In order to simplify the description, the description will not be repeated.

In the above embodiment, since the outlet end 52 of the grouting pipe 50 is disposed relative to the inner area 12 of the top surface 11 of the column 10, the mortar material 56 supplied from the outlet end 52 of the grouting pipe 50 into the gap 55 will be in each The flow is average in the direction, so the flow rate and filling amount of the mortar material 56 in each hole 34 will be close to the same, thereby effectively improving the structural stability of the beam-column structure A1. On the other hand, since the grouting pipe 50 is tied to the center of the top surface 31 of the connector 30 , it will help the operator to connect the transmission pipe 70 to the grouting pipe 50 .

It should be understood that the arrangement of the grouting pipe is not limited to this. As long as the outlet end of the grouting pipe is connected to the gap 55 and the mortar material 56 can be uniformly supplied into the gap 55 and the through hole 34, it is within the scope of the present disclosure. For example, as shown in Figure 11, the grouting pipe 50b can be disposed in the Xuan column 10b, wherein the inlet end 51b of the grouting pipe 50b is disposed on the side 14b of the Xuan column 10b, and the outlet end 52b of the grouting pipe 50b is disposed on The substantial center of the top surface 11b of the Xuan pillar 10b. During construction, the transmission pipe 70 is connected to the inlet end 51b of the grouting pipe 50b on the side surface 14b of the Xuan column 10b, and supplies the mortar material 56 into the grouting pipe 50b.

In another embodiment, the grouting pipe 50 of FIG. 10 and the grouting pipe 50b of FIG. 11 coexist. During the fabrication process of the beam-column structure A1, you can choose to connect the transmission pipe 70 to one of the grouting pipe 50 and the grouting pipe 50b to supply the mortar material 56, without connecting the transmission pipe 70 to one of the grouting pipe 50 and the grouting pipe 50b. The other can be closed by a stopper (not shown). Or a sensor for sensing the filling status of the mortar material may be placed in the other one of the grouting pipe 50 and the grouting pipe 50b that is not connected to the transmission pipe 70 . Based on the information of the filling status of the mortar material monitored by the sensor, the operator can decide whether to stop the supply of the mortar material 56 .

The above embodiments of the present disclosure provide a beam-column structure of a building system and a manufacturing method thereof. Through the special arrangement of the perforations and grouting pipes in the beam-column structure, the mortar material can be evenly distributed in the gaps between the perforations and vertical steel bars, thereby ensuring the consistency of construction quality. In addition, since the distribution of mortar material in each perforation is almost uniform, it can avoid the traditional situation of having to supply excessive mortar material to ensure that all perforations are filled with mortar material, which helps to reduce production costs and reduce the environment. impact.

The above-mentioned embodiments are only for illustrating the technical ideas and characteristics of this invention. Their purpose is to enable those familiar with this art to understand the content of this invention and implement it accordingly. They should not be used to limit the patent scope of this invention. Equivalent changes or modifications made in accordance with the spirit disclosed in this creation shall still be covered by the patent scope of this creation.

1:Building system 2: Internal column structure 3: Internal column structure 5: Connection structure 10:Xuanzhu 10b:Xuanzhu 11:Top surface 11b: Top surface 12:Inner area 13: Peripheral area 14:Side 14b: Side 15: Continuation structure 20:Vertical steel bars 20a: Vertical reinforcement 21: Bottom 21a: Bottom 22:External thread 22a: pullover 23:Top 30: 鐐鄄Connector 31:Top surface 32: Bottom surface 33:Side 34:Perforation 35:Side 38: stirrups 40:Beam structure 48:Beam reinforcement 50:Grout pipe 50b: Grout pipe 51: Entrance port 51b: Entry port 52:Export end 52b: Exit port 55: Gap 56: Mortar material 60: Spacer 65:Sealing element 70:Transmission tube 151:End 481:Anchor head A1: Beam and column structure A2: Beam and column structure H1: height H2: height

FIG. 1 shows a schematic diagram of a building system in an embodiment of the present disclosure.

FIG. 2 shows an exploded view of the beam-column structure in one embodiment of the present disclosure.

FIG. 3 shows a schematic cross-sectional view of the beam-column structure in one embodiment of the present disclosure.

FIG. 4 shows a schematic diagram 1 of the joining method of the beam-column structure in one embodiment of the present disclosure, in which a plurality of spacers are disposed on the top surface of the beam-column structure.

FIG. 5 shows a second schematic view of the connection method of the beam-column structure in one embodiment of the present disclosure, in which a plurality of vertical steel bars are connected to the columns.

FIG. 6A shows a schematic diagram of a partial structure of a vertical steel bar in an embodiment of the present disclosure.

FIG. 6B shows a schematic diagram of a partial structure of a vertical steel bar in another embodiment of the present disclosure.

FIG. 7 shows a schematic diagram 3 of the connection method of the beam-column structure in one embodiment of the present disclosure, in which the connection structure is placed above the columns.

8 shows a schematic diagram 4 of the joining method of the beam-column structure in one embodiment of the present disclosure, in which the sealing element is placed to seal the gap between the connecting structure and the beam-column structure.

9 shows a schematic diagram 5 of the joining method of the beam-column structure in one embodiment of the present disclosure, in which the mortar material is filled in the gap between the grouting pipe and the connecting structure and the column.

Figure 10 shows a schematic diagram 6 of the joining method of the beam-column structure in one embodiment of the present disclosure, in which the mortar material is filled in the grouting pipes, the gaps between the connecting structure and the columns, and the gaps between the perforations and the vertical steel bars. .

11 shows a schematic diagram of a joining method of a beam-column structure in another embodiment of the present disclosure, in which the mortar material is filled from the grouting pipe in the column to the gap between the connecting structure and the column, as well as the perforations and vertical steel bars. in the gap between.

5: Connection structure

10:Xuanzhu

11:Top surface

12:Inner area

13: Peripheral area

14:Side

15: Continuation structure

20:Vertical steel bars

30: 鐐鄄Connector

31:Top surface

32: Bottom surface

34:Perforation

40:Beam structure

50:Grout pipe

A1: Beam and column structure

Claims (10)

A beam-and-column structure consisting of: A Qixuan column having a top surface, wherein the top surface is defined to include an inner area and a peripheral area surrounding the inner area; A connection structure, including: A 鐐鄄 connector is disposed above the 鐐鄄 pillar and is configured to be separated from the top surface of the 鐐鄄 pillar by a gap. The 鐐鄄 connector includes a plurality of perforations vertically passing through it and communicating with the gap; At least one beam structure extends in a horizontal direction from the joint; A grouting pipe includes an inlet end and an outlet end, the inlet end is exposed outside the beam-column structure, and the outlet end is disposed relative to the internal area of the top surface of the beam column and connected to the gap; and A plurality of vertical steel bars are disposed in the perforations of the 鐐鐆 connector and connected to the peripheral area of the top surface of the 鐐鐄 pillar; A mortar material is used to fill the gaps and the perforations. The beam-column structure as claimed in claim 1, wherein the inlet end of the grouting pipe is disposed on a top surface of the C-shaped connector, and the outlet end is disposed relative to a center of the top surface of the C-shaped column. The beam-column structure as claimed in claim 1, wherein the inlet end of the grouting pipe is disposed on one side of the clevis column, and the outlet end is exposed to the top surface of the cleave column. The beam-column structure as claimed in claim 3, wherein the beam structure includes a plurality of beam bars, one end of the plurality of beam bars is disposed in the Xia Xuan connector and extends outward from the Xia Xuan connector in the horizontal direction. , wherein the end of the plurality of beam bars located in the Qixuan connector includes an anchoring head with a larger width. The beam-column structure as described in any one of claims 1-4, wherein the grouting pipe does not have the vertical steel bars. The beam-column structure as described in any one of claims 1 to 4, wherein a plurality of continuous structures are pre-set in the Xuan column, and one end of the continuous structure is exposed to the top surface of the Xuan column, The end of the continuous structure includes an internal thread therein, and one end of the vertical steel bars has an external thread, whereby the vertical steel bars are detachably screwed to the continuous structures. For example, the beam-column structure described in claim 6, wherein the other end of the vertical steel bars protrudes from the top surface of the ridge connector to continue with the ridge column on the upper floor. The beam-column structure as claimed in claim 7, wherein there are a plurality of spacers between the top surface of the beam column and the bottom surface of the beam connector to define the gap. A method of making a beam-column structure, including: A 鐐鄄 pillar is provided, which includes a plurality of continuation structures therein, one end of the plurality of continuation structures is exposed on a top surface of the 鐐鄄 pillar, and the ends of the plurality of continuation structures include an internal thread in it; A plurality of vertical steel bars are connected to the Qixuan column, whereby the plurality of vertical steel bars extend upward from the top surface of the Qixuan column, wherein one end of the plurality of vertical steel bars has an external thread, and the outer thread of the vertical steel bar The thread engages with the internal thread of the connecting structure to screw the plurality of vertical steel bars to the connecting structure in the column; placing a number of spacers on the top surface of the pillar; Providing a connection structure, the connection structure includes a C-shaped connector and at least one beam structure extending in a horizontal direction from the C-shaped connector, wherein a plurality of through holes vertically penetrate the C-shaped connector; The connecting structure is suspended so that the perforations in the 鐐鄄 connector correspond to and are sleeved on the plurality of vertical steel bars, and a bottom surface of the 鐐鄄 connector finally abuts the plurality of intervals through the hanging on the component, so that a gap is maintained between the C-shaped connector and the C-shaped column; A mortar material is filled into the gap through a grouting pipe, and then enters the gap between the perforations and the vertical steel bars, wherein the grouting pipe is located in the mortar column and has an inlet end disposed on the predetermined One side of the cast column and an outlet end are provided on the top surface of the 鐐鄄 pillar, or the grouting pipe is located in the 鐐鄄 connector and runs vertically through the 鐐鄄 connector. The method of claim 9 further includes sealing the gap around with a sealing element to prevent the mortar material from overflowing.

Images