TWI816594B - Architecture structure and method for constructing the same - Google Patents

Abstract

The instant disclosure provides an architecture structure which includes a first and a second precast beam structures, and a number of mortar delivering pipes. A number of rebar couplers are embedded in the first precast beam structures, and a number of beam steels extends outward from an end surface of the second precast beam structure. Each of the rebar couplers includes: a first and a second openings, and a through hole. The first opening is fixed to a beam steel of the first precast beam structure, and the second opening is exposed to an end surface of the first precast beam structure and is configured to allow the insertion of one of the beam steels of the second precast beam structure. The through hole is adjacent to and communicate with the first opening and penetrates the outer wall of the rebar coupler. The mortar delivering pipes are embedded in the first precast beam structure and fluidly connected the through holes of the rebar couples and the exterior of the first precast beam structure.

Description

Building structures and construction methods

Embodiments of the present invention provide a building structure and a construction 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 construct 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 reduced, 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 construction of residential buildings using the cast-iron method and the traditional cast-iron construction method can bring into full play their respective advantages and disadvantages. Using traditional casting methods to construct the more trivial details of the interior of a building can usually achieve the best cost performance in terms of quality, working 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 building structures, as well as the building structures completed according to this construction method, are what the industry is looking forward to.

One embodiment of the present invention provides a building structure, which includes: a first ridge beam structure and a second ridge beam structure, each having an end face, the two end faces being arranged adjacently and defining a gap therebetween, wherein The end face of the second Kaifeng beam structure includes a plurality of beam steel bars extending outward; a plurality of steel bar connectors are embedded in the end face of the first Kaifeng beam structure, and each of the plurality of steel bar connectors includes : A first opening and a second opening, respectively located at both ends. The first opening of the steel bar connector is fixedly connected to the end of the beam steel bar in the first Jiaxuan beam structure. The steel bar connector is connected the second opening of the vessel is exposed to the end surface of the first Kaifeng beam structure and is configured to allow the plurality of beam steel bars within the second Kaifeng beam structure to be inserted therein; and a first through hole, Adjacent to the first opening, penetrates the outer wall of the steel connector and is connected to the first opening; and a plurality of slurry pipelines are buried in the first slurry beam structure, and the plurality of slurry pipelines are fluidly connected The plurality of first through-holes of the plurality of steel bar connectors and the outside of the first beam structure.

Another embodiment of the present invention provides a construction method of a building structure, which includes: a construction method including: providing a first girder structure, including a plurality of steel bar connectors disposed on one end surface thereof, each of the plurality of Each steel bar connector includes a first opening and a second opening, respectively located at both ends thereof, and the first openings of the steel bar connectors are fixedly connected to the ends of the beam steel bars in the first gaixuan beam structure, The second openings of the steel bar connectors are exposed to the end surface of the first beam structure, and a first through hole is adjacent to the first opening and penetrates outside the steel bar connectors. The wall is connected to the first opening; and a plurality of slurry pipelines are buried in the first beam structure, and the plurality of slurry pipelines are fluidly connected to the plurality of first through holes of the plurality of steel connectors. and the exterior of the first Kaixuan beam structure; provide a second Kaixuan beam structure, including a plurality of beam steel bars extending outward from one end thereof; hoist the second Kaixuan beam structure so that the second Kaixuan beam structure The plurality of beam steel bars extend into the plurality of second openings of the plurality of steel bar connectors in the first Xiaoxuan beam structure; position the first Xiaoxuan beam structure and the second Xiaoxuan beam structure to A gap is provided between the end surface of the first Kaifeng beam structure and the end surface of the second Kaifeng beam structure; a mortar material is supplied to the plurality of steel bar splices through one of the plurality of slurry pipelines one of the devices, and the mortar material flows into the gap through the second opening of the plurality of steel bar connectors, and then the mortar material is filled into other of the plurality of steel bar connectors.

1:Building system

9:Vertical steel bars

10: Peripheral building system

11: 鐐鄄corner pillar

13: 鐐鄄 border pillar

15: 鐐鄄connection structure/first 鐐鄄connection structure

15’: 鐐鄄connection structure

17: 鐐鄄connection structure/second 鐐鄄connection structure

17’: 鐐鄄connection structure

19: 鐐鄄connection structure

20: Xuan beam structure

21: Beam reinforcement/first beam reinforcement

25: Xuan beam structure

30: Field casting continuous structure

31: Fixed steel bar connector

32:Connecting steel bars

34: stirrups

35: Removable steel bar connector

40:Internal building systems

41: Internal column structure

42: Internal beam structure

43: Internal column structure

44: Internal hook-and-loop connection structure

45: Internal hook-and-loop connection structure

46:Platform

47:Platform

48: Patio

49: Patio

60:Reinforcement bar connector

60a: Rebar connector

60’: Upstream steel bar connector

60a’: upstream steel connector

61:First opening

62:Second opening

63: First through hole/through hole

64: Second through hole/through hole

70: Slurry pipeline

71:First end

72:Second end

91: Decorative panel

92:Sealing element

93: Mortar material

94: stopper

95:Transmission tube

96: Floor connectors

97: Floor

111:Top surface

112: Continuation structure

131:Top surface

132: Continuation structure

150: The first connector

151:The first Xuan beam structure

151a: The first Qixuan beam structure

152:The first Xuan beam structure

153:Beam reinforcement

154:Beam reinforcement

155:Perforation

157:Trench

170: The second connector

171:Second Haixuan beam structure

172:Second Haixuan beam structure

173: Beam reinforcement/Second beam reinforcement

174:Beam reinforcement

175:Perforation

179:Beam reinforcement

201:First end

202:Second end

440: Internal connector

441: Internal Xuan beam structure

442: Internal Xuan beam structure

450: Internal connector

451: Internal Xuan beam structure

960:Ontology

961:Broadhead

962: Connector

965:Connecting steel bars

971:Concrete

1501:Side surface

1502:Side surface

1503:Top surface

1511:End face

1512:Side surface

1513: Upper surface

1532:Anchor head

1542:Anchor head

1701:Side surface

1702:Side surface

1703:Side surface

1711: End face

1721: End face

1722:Side surface

1723: Upper surface

1721: End face

G: Gap

L1: distance

L2: length

L3: length

L4:Length

Figure 1 shows a schematic diagram of a building structure in one embodiment of the present invention.

Figure 2 shows a schematic diagram 1 of the manufacturing method of the building structure in the above embodiment of the present invention.

Figure 3 shows a second schematic diagram of the manufacturing method of the building structure in the above embodiment of the present invention.

FIG. 3A shows a top view of part of the first cage connection structure in the above embodiment of the present invention.

Figure 4 shows the third schematic diagram of the manufacturing method of the building structure in the above embodiment of the present invention.

Figure 5 shows a schematic diagram 4 of the manufacturing method of the building structure in the above embodiment of the present invention.

Figure 6 shows a schematic diagram 5 of the manufacturing method of the building structure in the above embodiment of the present invention.

FIG. 7A shows a schematic diagram of two butt-jointed beam structures of the building structure in the above embodiment of the present invention.

FIG. 7B shows a cross-sectional view of the Kaixuan beam structure in the extending direction of the vertical Kaixuan beam structure, one of the building structures in the above embodiment of the present invention.

7C shows a cross-sectional view of two butt-jointed Kaifeng beam structures of the building structure in the above embodiment of the present invention in the extending direction of the parallel Kaixuan beam structure.

7D-7I show schematic diagrams of the docking method of the two beam structures of the building structure in the above embodiment of the present invention.

Figure 7J shows a schematic diagram of the method for manufacturing the floor of the building structure in the above embodiment of the present invention.

8A-8G show schematic diagrams of the docking method of two beam structures of the building structure in another embodiment of the present invention.

Figure 9 shows a schematic diagram 6 of the manufacturing method of the building structure in the above embodiment of the present invention.

Figure 10 shows a schematic seventh view of the manufacturing method of the building structure in the above embodiment of the present invention.

Figure 11 shows a schematic diagram 8 of the manufacturing method of the building structure in the above embodiment of the present invention.

Figure 12 shows a schematic diagram 9 of the manufacturing method of the building structure in the above embodiment of the present invention.

Figure 13 shows the manufacturing method of the building structure in the above embodiment of the present invention. Intent ten.

Figure 14 shows a schematic diagram 11 of the manufacturing method of the building structure in the above embodiment of the present invention.

Figure 15 shows a schematic diagram of the manufacturing method of the building structure in the above embodiment of the present invention.

Figure 16 shows a schematic diagram 13 of the manufacturing method of the building structure in the above embodiment of the present invention.

Figure 17 shows a schematic diagram of the manufacturing method of the building structure in the above embodiment of the present invention.

Figure 18 shows a schematic diagram 15 of the manufacturing method of the building structure in the above embodiment of the present invention.

Figure 19 shows a schematic plan view of a building structure in another embodiment of the present invention.

Figure 20 shows a schematic plan view of a building structure in yet another embodiment of the present invention.

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" in this disclosure is used to describe the components and components of the invention. This terminology is only for convenience of description and to give the basic concept of this creation. The recitation shall be understood to include one or at least one and, unless expressly stated otherwise, the singular also includes plural. 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 disclosure means the same 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 description used in this disclosure is for illustrative purposes only, and actual implementations of the structures described in this disclosure may be spatially configured in any relative orientation. This limitation does not change the advantages of the embodiments of the present invention. . For example, in the description of some embodiments, providing that one element is "on" another element may cover 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 in this disclosure, 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.

In the following content of this disclosure, the structure corresponding to the component name of "鐐鄄" (for example: 鐐鄄 corner column, 鐐鄄 side column, 鐐鄄 connection structure, 鐐鄄 beam structure, etc.) is manufactured using the "鐐鄄 construction method" Building structures, which are located in the Xixuan factory or around the construction site, use standardized operating procedures and modular molds to construct steel structures, such as steel cages, build formwork and pour concrete, to produce rapid mass production with high precision and high uniformity. Structural components such as columns, beams, plates, etc. Subsequently, through precise handling management and assembly operations, the completed structural components are assembled at the construction site. On the other hand, the component name including "field casting" (For example: field-cast continuous structure, etc.) The corresponding structure is a building structure that adopts the traditional "field-casting method". It is a structure completed by constructing a steel structure, building formwork and pouring concrete on the construction site.

According to an embodiment of the present invention, the single-story outer building system of the building system of the present invention adopts a beam-column-joint structure, and part of the structure of the internal building system can adopt a beam-column-joint structure or be manufactured by traditional casting methods. The peripheral building system includes a plurality of 鐐鄄 corner columns, a plurality of 鐐鄄 side columns, a plurality of 鐐鄄 connection structures, at least one 鐐鄄 beam structure, and at least one cast continuous structure. The internal building system can optionally include one or more beam and column structures and use traditional field casting methods to fabricate the remaining beam and column structures, or all beam and column structures can be fabricated using traditional field casting methods.

Figure 1 shows a schematic diagram of a building system 1 in an embodiment of the present invention. The outer building system 10 of a single floor of the building system 1 includes a plurality of 鐐鄄 pillars (for example: four 鐐鄄 corner columns 11, eight 鐐鐄 side columns 13), four first 鐐鄄 connecting structures 15, and eight second The connecting structure 17, two beam structures 20, and two casting connection structures 30. The internal building system 40 of the building system 1 is partially made of a beam-column structure, and the remaining beam-column structure is manufactured using traditional field casting methods, including two internal column structures 41, multiple internal beam structures 42, and two internal beam structures. The 鐐鄄 pillar structure 43 and the two internal 鐐鄄 connection structures 44 and 45.

According to some embodiments of the present disclosure, the construction method of the building system 1 is described as follows: the construction method of the building system 1 includes positioning the column structure of the peripheral building system 10 and the column structure of the internal building system 40 . For example, in the embodiment shown in FIG. 1 , when constructing each floor of the building system 1 , firstly, the four corner columns 11 of the peripheral building system 10 of the floor are placed at the corners of the building system 1 , and place the two side columns 13 of the peripheral building system 10 of the floor between every two corner columns 11. And, put this floor The two internal column structures 43 of the internal building system 40 are arranged in the area surrounded by the corner columns 11 and the side columns 13 . The corner columns 11, the side columns 13 and the internal column structure 43 can each have the height of a single floor of the building system 1, and can be vertically suspended on the construction site by a crane (not shown). In other embodiments, the corner posts 11 , side posts 13 and internal post structure 43 may be positioned on top of the completed connection structure of the floor below. Regarding the connection method of the 鐐鄄 corner columns, 鐐鄄 side columns and the internal 鐐鄄 column structure and the 鐐鐄 connection structure, please refer to the Republic of China Invention Patent Application No. 111139260 filed on October 17, 2022. The entire content of the case is quoted. methods are incorporated into this disclosure.

As shown in FIG. 2 , the corner column 11 includes a plurality of tubular continuous structures 112 vertically embedded therein. One end of the continuation structure 112 is exposed to the top surface 111 of the corner post 11 and is configured to allow vertical steel bars 9 to be inserted therein and engaged therewith. Similarly, the side pillar 13 includes a plurality of tubular continuous structures 132 vertically embedded therein. One end of the continuation structure 132 is exposed to the top surface 131 of the side column 13 and is configured to allow vertical steel bars 9 (not shown in Figure 2) to be inserted therein and engaged therewith.

After the positioning of the Xixuan column structure is completed, the construction method of the building system 1 further includes fixing the Xixuan connection structure on the corresponding Xixuan column structure, and coupling the Xixuan connection structure in the horizontal direction. For example, as shown in FIG. 3 , the first one of the three connection structures 15 is suspended on the one corner column 11 by a crane (not shown). The first K-shaped connection structure 15 includes a first K-shaped connecting head 150 and two K-shaped beam structures 151 and 152 that are substantially perpendicular to each other (hereinafter referred to as the first K-shaped beam structures 151 and 152). The first connecting head 150 is disposed above the corner column 11 and is configured to connect its bottom to the corner column 11 and its two adjacent sides to the two first beam structures that are substantially perpendicular to each other. 151, 152 connections. A plurality of through holes 155 are vertically inserted into the first connector 150. When the first connector 150 is hung on the predetermined When the corner post 11 is cast, as shown in FIG. 3 , the vertical steel bars 9 pass through the through holes 155 and protrude upward from the top surface 1503 of the first hook connector 150 .

As shown in FIG. 2 , the vertical steel bars 9 are pre-fixed on the corner posts 11 before the first link structure 15 is hung on the corner posts 11 , and are passed through the first link connector 150 During the hanging and lowering process, a plurality of vertical steel bars 9 are penetrated through a plurality of perforations 155 respectively. In some embodiments, the vertical steel bars 9 are inserted into the through holes 155 and joined with the continuing structure 132 in the corner column 11 after the first connecting structure 15 is suspended on the corner column 11 . In some embodiments, as shown in FIG. 3A , the first stirrup connector 150 includes a plurality of stirrups 156 for surrounding vertical steel bars disposed in the through holes 155 .

As shown in FIG. 4 , the two first hook beam structures 151 and 152 are respectively connected to the two mutually perpendicular side surfaces 1501 and 1502 of the first hook connection 150 . In other words, the two first hinge beam structures 151 and 152 respectively extend outward from the two mutually perpendicular side surfaces 1501 and 1502 of the first hinge connection head 150 . As shown in FIG. 3A , each first Kaifeng beam structure 151 and 152 respectively has a plurality of beam steel bars 153 and 154, one end of which is disposed in the first Kawasaki connector 150 and extends outward from the first Kawasaki connector 150. Extend horizontally. The ends of the plurality of beam steel bars 153 and 154 located in the first joint 150 include anchor heads 1532 and 1542 with larger widths. Through the arrangement of the anchor heads 1532 and 1542, the connection strength between the beam steel bars 153 and 154 and the first hook connector 150 can be increased. The beam steel bars 153 and 154 of the first beam structures 151 and 152 are located at different heights in the first beam connector 150 and do not interfere with each other.

As shown in FIG. 3A , a plurality of steel bar connectors 60 are pre-embedded in one end face 1511 of the first beam structure 151 . The steel bar connector 60 is tubular and has a first opening 62 and a second opening 61 , which are respectively located at two opposite ends of the steel bar connector 60 and connected with the hollow channel inside the steel bar connector 60 . The first opening 62 is fixedly connected to the end 1531 of the beam steel bar 153. The second opening 61 is exposed to the end surface 1511 of the first beam structure 151 and is configured to allow the beam reinforcement of another beam structure (not shown in Figure 3A) to be inserted therein and engaged therewith. As shown in FIGS. 7E to 7H , two through holes 64 and 63 (hereinafter referred to as the first through hole 64 and the second through hole 63 ) are respectively adjacent to the first opening 62 and the second opening 61 and penetrate through the steel bar connector 60 . Walls configured to connect slurry lines for transporting mortar materials. The supply method of the slurry pipeline will be explained in detail in the description of FIGS. 7D to 7I below.

Continuing to refer to FIG. 4 , after the positioning construction of the first connecting structure 15 is completed, the positioning construction of the second connecting structure 17 is continued. In one embodiment, the second K-shaped connection structure 17 includes a second K-shaped connecting head 170 and two K-shaped beam structures 171 and 172 (hereinafter referred to as the second K-shaped beam structures 171 and 172). The second hook connector 170 is disposed above the bracket 13 and is configured to connect its bottom to the bracket 13 and its two opposite sides to two second bracket structures that are substantially parallel and aligned with each other. 171, 172 connections. In other words, the two second clamp beam structures 171 and 172 respectively extend outward from the two opposite side surfaces 1701 and 1702 of the second clamp connection head 170 . Similar to the first Xiaoxuan beam structures 151 and 152, the second Xiaoxuan beam structures 171 and 172 also have a plurality of beam steel bars respectively (FIG. 4 only shows the beam steel bars 174 of the second Xiaoxuan beam structure 172), one end of which is provided at The second connector 170 extends outwardly from the second connector 170 in a horizontal direction. The end of the beam steel bar of the second Kaifeng beam structure 171 is fixed in the steel bar connector 60 located at the end face 1711, and the end of the beam steel bar 174 of the second Kaifeng beam structure 172 is from the end surface of the second Kaifeng beam structure 172 1721 extends out. A plurality of through holes 175 vertically penetrate the second connector 170 . The perforations 175 are configured to allow vertical steel bars (not shown in FIG. 4 ) to be passed through to secure the second hook connector 170 to the bracket 13 . The second connecting structure 17 further includes a plurality of beam steel bars 179 , one end of which is disposed in the second connecting head 170 and extends outward in the horizontal direction from the side surface 1703 of the second connecting head 170 . The side surface 1703 of the second connector 170 faces Inside the building and between side surfaces 1701, 1702. Beam reinforcement 179 is configured to connect the internal beam structure 42 (see Figure 1).

Referring to Figures 4-6, the construction steps for positioning the second 鐐鄄 connection structure 17 and the 鐐鄄 side column 13 and docking with the first 鐐鄄 connection structure 15 are as follows: First, hoist the second 鐐鄄 connection structure 17 to An offset position above the top surface 130 of the side pillar 13 . As shown in FIG. 4 , at this offset position, the end surface 1721 of the second Kaixuan beam structure 172 is separated from the end surface 1511 of the first Kaixuan beam structure 151 by a predetermined distance, and the second Kaixuan connector 170 is connected to the predetermined distance. The top surface 130 of the cast edge pillar 13 is offset, so that the second hook connector 170 does not completely cover the top surface 130 of the edge pillar 13 . Then, perform a lateral movement construction on the second hook connection structure 17 in the direction shown by the arrow in FIG. 4 . During the lateral movement construction, the second connecting structure 17 moves toward the first connecting structure 15 , so that the steel connector 60 fixed in the first connecting structure 151 is sleeved on the second connecting structure 172 The beam reinforcement 174 is installed, and the end surface 1721 of the second Kaifeng beam structure 172 is arranged adjacent to the end surface 1511 of the first Kaifeng beam structure 151 . After completing the construction of the above-mentioned lateral movement, as shown in Figure 5, the second Xiaoxuan connector 170 is aligned with the top surface 130 of the Xiaoxuan side column 13, and the second Xiaoxuan connector 170 completely covers the top of the Xiaoxuan side column 13. Surface 130. Next, as shown in FIG. 6 , after the second hook connector 170 is aligned with the top surface 130 of the bracket side column 13 , insert the vertical steel bar 9 into the through hole 175 on the second hook connector 170 and align it with the predetermined The continuous structure 132 (see Figure 3) in the cast side pillar 13 is connected.

In one embodiment, the mortar material (not shown) is filled in the connecting joints (for example, the first connecting structure 15 and the second connecting structure 17) and the supporting columns (such as the corner columns 11). , between the side columns 13) and filled in part of the space of the perforations 155 or the perforations 175 where the vertical steel bars 9 are penetrated to fix the joints, columns and vertical steel bars. For the connection methods of the 鐐鄄 connectors, 鐐鄄 pillars and vertical steel bars, please refer to the application on June 30, 2022 Please refer to the Republic of China Invention Patent Application No. 111124472, the entire contents of which are incorporated into this disclosure by reference.

In one embodiment, the method for connecting adjacent beam structures is described below with reference to FIGS. 7A-7C. As shown in Figures 7A-7C, a plurality of slurry pipelines 70 are buried in the area adjacent to the end face 1511 of the first Kaifeng beam structure 151, and are configured to supply mortar materials to the areas buried inside the first Kaifeng beam structure 151. The steel bar connector 60 may be configured to allow a small amount of excess mortar material to flow out from the steel bar connector 60 embedded inside the first girder structure 151 . As shown in FIG. 7B , each slurry pipeline 70 has a first end 71 and a second end 72 . The first end 71 of the slurry pipeline 70 is connected to the steel bar connector 60 . Also, as shown in FIG. 7A , the second end 72 of the slurry pipeline 70 is exposed above the side surface 1512 and the upper surface 1513 of the first beam structure 151 to allow a transmission pipe to be connected or to allow the connection from the steel bar. A small part of the excess mortar material in the device 60 is discharged to the outside.

In some embodiments, as shown in FIG. 7C , in the embodiment in which the steel bar connector 60 has a first through hole 64 and a second through hole 63 , the first through hole 64 and the second through hole 63 of the steel bar connector 60 are Each of the holes 63 is fluidly connected to the slurry line 70 to receive mortar material from the slurry line 70 or to discharge mortar material from its interior to the slurry line 70 . Therefore, the number of the plurality of slurry pipelines 70 is the sum of the numbers of the first through holes 64 and the second through holes 63 of the steel bar connector 60 . The slurry pipeline 70 may be made of a material that has a certain hardness to prevent compression and deformation during the setting of the concrete of the first beam structure 151 but allows bending at the same time. For example, the slurry pipeline 70 can be formed by overlapping multiple layers of PVC plastic hoses.

7D-7I show schematic diagrams of the method of continuing the connection between the first beam structure 151 of the first beam connection structure 15 and the second beam structure 172 of the second beam connection structure 17 of the building system 1. As shown in FIG. 7D , the method of continuing the first Kaixuan beam structure 151 and the second Kaixuan beam structure 172 includes adjoining the end surface 1511 of the first Kaixuan beam structure 151 to the end surface of the second Kaixuan beam structure 172 1721 is set to define a gap G in between.

Next, as shown in FIG. 7D , the left and right sides and the lower part of the gap G are sealed with a sealing element 92 . In this embodiment, the sealing element 92 is a mold plate, which is attached to the side surface and the bottom surface of the first rib structure 151 and the second rib structure 172 to partially seal the gap G. In another embodiment, the sealing element 92 is a membrane-sealed pneumatic tire. The sealed air tire can be placed around the gap G when it is not inflated, and then the gas is filled into the sealed air tire to partially seal the gap G. In yet another embodiment, the upper part of the gap G is not covered by the sealing element 92 .

Next, as shown in FIGS. 7D and 7E , a mortar material 93 (such as non-shrinkage mortar) is filled into the gap G through the grouting pipe 70 . The mortar material 93 can be supplied by a transmission pipe 95, wherein the transmission pipe 95 can be connected to the slurry pipeline 70 arranged at the bottom on the side surface 1512 of the first mortar beam structure 151, so as to supply the mortar material 93 to the slurry pipe 93 arranged at the first predetermined position. The cast beam structure 151 is at the bottom and is adjacent to the inside of the steel bar connector 60 on the side surface 1512 . Moreover, as shown in FIG. 7E , the slurry pipeline 70 connected to the transmission pipe 95 is fluidly connected to the first through hole 64 of the steel bar connector 60 . That is, the transmission pipe 95 is connected to the side of the steel bar connector 60 that is farther away from the gap G. For clarity of explanation, the following content refers to the fluid connection transmission pipe 95 as the "upstream steel bar connector 60'" and the steel bar connector arranged at the bottom of the first beam structure 151 and adjacent to the side surface 1512 (see Figure 7B) .

As shown in Figure 7E, when the transmission pipe 95 supplies the mortar material 93, the mortar material 93 enters the interior of the upstream steel bar connector 60' from the slurry pipeline 70 through the first through hole 64 of the upstream steel bar connector 60'. As the mortar material 93 continues to be supplied, the mortar material 93 flows upward in the gap between the upstream steel bar connector 60' and the beam steel bar 153, and flows in the gap between the upstream steel bar connector 60' and the beam steel bar 174, thereby filling Fill the interior of the upstream steel connector 60'. When the interior of the upstream steel bar connector 60' is filled with mortar material 93, a small amount of mortar material 93 is discharged from the slurry pipeline 70 connected to the second through hole 63 of the upstream steel bar connector 60', and the remaining mortar material 93 passes through Connected to the room The second opening 61 of the gap G flows out from the upstream steel bar connector 60'.

As shown in Figure 7F, as the mortar material 93 continues to be supplied from the transmission pipe 95 into the upstream steel bar connector 60' and flows to the gap G, since the gap G is partially closed by the sealing element 92, the mortar material 93 will pass through the remaining steel bars. The second opening 61 of the connector 60 enters each steel bar connector 60 and flows upward in the gaps between the steel bar connectors 60 and the beam steel bars 153, and between the steel bar connectors 60 and the beam steel bars 174. The gaps between them flow upward. Moreover, as shown in FIG. 7G , when individual steel bar connectors 60 are fully filled with mortar material 93 , the mortar material 93 in the steel bar connector 60 will self-connect to the slurry pipeline 70 of the corresponding steel bar connector 60 . The second end 72 exits the first beam structure 151 . In this embodiment, the transmission pipe 95 only supplies mortar material through a single slurry pipeline 70 , so the construction personnel can confirm the mortar material between the steel connector 60 by observing the flow of the mortar material from each slurry pipeline 70 . Fill status. For example, as shown by the arrows shown above in Figures 7F and 7G, when the mortar material flows out from the second end 72 of the slurry pipeline 70 connected to the steel connector 60 located above the first beam structure 151, that is, It means that the inside of the steel connector 60 located at the top of the first beam structure 151 has been fully filled with mortar material.

In one embodiment, as the mortar material is sequentially discharged from the slurry pipelines 70 connected to different steel bar connectors 60, but no mortar material is discharged from the second end 72 of one or more slurry pipelines 70, at this time It can be determined that the steel bar connector 60 connected to the slurry pipeline 70 where no mortar material is discharged is not fully filled with mortar material. At this time, the construction personnel can further insert the transmission pipe 95 into the slurry pipeline 70 where no mortar material is discharged, and supply mortar material one by one to the steel connectors 60 that may not be fully filled with mortar material. In the embodiment in which the steel bar connector 60 has the first through hole 64 and the second through hole 63, the construction personnel can observe whether the mortar material is discharged from another slurry pipeline 70 connected to the same steel bar connector 60, and thereby Determine whether the steel bar connector 60 has been fully filled with mortar material.

Referring to FIG. 7H , after completing the filling process of the mortar material, the connection method of the first mortar beam structure 151 and the second mortar beam structure 172 further includes inserting a plurality of plugs 94 into the slurry pipeline 70 to expose the first mortar beam structure 151 to the second mortar beam structure 172 . The second end 72 on the surface of the beam structure 151 prevents the mortar material from flowing out of the steel connector 60 before solidification. In one embodiment, the plug 94 is inserted into one end of the slurry line 70 after all rebar connectors 60 are fully filled with sand material. In another embodiment, the plug 94 is inserted into the second end 72 of the slurry line 70 connecting the individual steel bar connector 60 when it is confirmed that the steel bar connector 60 has been fully filled with sand material.

As shown in FIG. 7H , the center of the end surface 1511 of the first yoke beam structure 151 and the center of the end surface 1711 of the second yoke beam structure 172 further include a plurality of grooves 157 (please also refer to FIG. 3 ) formed thereon. During the process of filling the gap G with the mortar material 93 , part of the mortar material 93 will flow into the groove 157 . After the mortar material 93 is solidified, the mortar material 93 located in the groove 157 forms a plurality of joint structures (shear tenons) extending toward the inside of the first Kaifeng beam structure 151 and the inside of the second Kaifeng beam structure 172, which progresses by one The connection strength between the first and second beam structures 151 and 172 is enhanced. In one embodiment, the groove 157 is made by a mold (not shown) with a plurality of bumps. To facilitate demolding, the groove 157 (and the bumps of the mold) has a trapezoidal transverse cross-section. The end surface 1511 of the first Kaifeng beam structure 151 and the end surface 1721 of the second Kaifeng beam structure 172 also have a plurality of grooves formed thereon. To simplify the content, the description will not be repeated here.

After the mortar material fully fills the steel connector, the splicing method of the first Kaifeng beam structure 151 and the second Kaifeng beam structure 172 further includes removing the plug 94 and attaching the decorative panel 91 (for example, stone) to the On the outer surfaces of the first and second beam structures 151 and 172 . The decorative panel 91 is arranged on the outermost periphery of the building system and is used to decorate the appearance of the building system. In one embodiment, as shown in FIG. 7A , before the first and second beam structures 151 and 172 are filled with mortar material, the upper surface 1513 of the first and second beam structures 151 and 172 are not filled with mortar material. Liang A decorative panel 91 is pre-attached to part of the upper surface 1723 of the structure 172 , but the decorative panel 91 does not cover the area where the second end 72 of the slurry pipeline 70 is located. Moreover, as shown in FIG. 7I , after the mortar material is filled between the first and second beam structures 151 and 172 and adjacent areas thereof, the upper surface 1513 of the first beam structure 151 or the second predetermined area is The area on the upper surface 1723 of the cast beam structure 172 where the second end 72 of the slurry pipeline 70 is disposed is further covered with a decorative panel 91 . The decorative panel 91 can be attached to the first beam structure 151 or the second beam structure 172 using materials such as adhesive. By attaching most of the decorative panels 91 to the structure in advance and only attaching some areas of the decorative panels 91 at the construction site, the construction time at the construction site can be effectively shortened.

It should be understood that in the above-mentioned embodiments, the installation positions of the steel bar connectors and the beam steel bars used to connect the beam structures are interchangeable with each other and are not limited to the manner described in the above-mentioned embodiments. For example, the end surface 1511 of the first Kaifeng beam structure 151 may include a plurality of beam steel bars extending outward in a horizontal direction, and the end surface 1721 of the second Kaifeng beam structure 172 may include a plurality of pre-set steel bar connectors. When the first Kaohsiung beam structure 151 and the second Kaohsiung beam structure 172 are connected, the steel bar connector of the second Kaohsiung beam structure 172 is sleeved with the beam steel bars of the first Kaohsiung beam structure 151, and as shown in Figure 7A- The mortar material is filled in the method 7I to fix the first ridge beam structure 151 and the second ridge beam structure 172 .

In some embodiments, the beam structure of the X-shaped connector includes a plurality of pre-embedded floor slab connectors to facilitate the production of the floor slab. For example, as shown in FIG. 7B , a plurality of floor connectors 96 are embedded in the first beam structure 151 . Each floor connector 96 includes a body 960 . One end of the body 960 is provided with a broad head 961, and the other end of the body 960 is provided with a connector 962. The broad head 961 is located on the side of the floor connector 96 away from the side surface 1512 . The width of the broad head 961 is larger than the width of the main body 960, thereby increasing the connection between the main body 960 and the first beam structure 151. The connection strength is improved and the floor connector 96 is prevented from falling from the first beam structure 151 . The connecting head 962 is formed at the opposite end of the broad head 961 of the floor connecting member 96 and is exposed to the side surface 1512 of the first beam structure 151 . The connector 962 may be a tubular structure and include an internal thread structure formed on the inner surface of the tubular structure. In one embodiment, as shown in FIG. 7B , a plurality of connectors 962 are exposed on the side surface 1512 and are disposed adjacent to the junction of the side surface 1512 and the upper surface 1513 , wherein a plurality of pairs of connectors 962 are located on the first surface 1512 . The beam structures 151 are arranged equidistantly in the extending direction. The floor connectors 96 can also be pre-set in the beam structures of the other connectors. For example, as shown in FIG. 7A , the second beam structure 172 also has a plurality of pairs of connectors 962 exposed on the side surface 1722 .

Each floor connector 96 further includes a plurality of connecting steel bars 965 . One end of each connecting steel bar 965 has an external thread, thereby engaging with the internal thread of the connecting head 962 of the body 960 so that the connecting steel bar 965 is connected to the body 960 . According to some embodiments of the present invention, when the floor slab is manufactured, the steel bars (not shown) of the first floor and the end of the connecting steel bar 965 away from the body 960 are further connected by an appropriate method (such as welding), and the concrete 971 is supplied to The formwork (not shown) surrounding the steel bars connecting the steel bars 965 and the floor is wrapped around the connecting steel bars 965 to form the floor 97 of each floor.

8A and 8B show a schematic diagram of the docking of two beam structures 151a and 172 of the building system in another embodiment of the present invention. The difference between the embodiment of FIGS. 8A and 8B and the embodiment of FIGS. 7A and 7B includes that the steel bar connector 60 is replaced by a steel bar connector 60 a , wherein each steel bar connector 60 a omits the through hole adjacent to the second opening 61 . 63, only includes the through-hole 64 provided adjacent to the first opening 62; and, the slurry pipeline 70 connected to the through-hole 63 is omitted from the Xuan beam structure 151a.

In one embodiment, please refer to FIGS. 8C-8G for the method of connecting the beam structures 151a and 172. First, as shown in FIG. 8C , a sealing element 92 is used to seal the first bridge beam structure. The gap G between the end surface 1511 of the structure 151a and the end surface 1721 of the second beam structure 172. Next, as shown in FIGS. 8C and 8D , a mortar material 93 (for example, non-shrinkage mortar) is filled into the gap G through the grouting pipe 70 . The mortar material 93 can be supplied by a transmission pipe 95, wherein the transmission pipe 95 can be connected to the slurry pipeline 70 arranged at the bottom on the side surface 1512 of the first mortar beam structure 151a, so as to supply the mortar material 93 to the slurry pipe 93 arranged at the first predetermined position. The lowermost part of the cast beam structure 151a and the inside of the steel bar connector 60a is immediately adjacent to the side surface 1512. Moreover, as shown in FIG. 8D , the slurry pipeline 70 connected to the transmission pipe 95 is fluidly connected to a through hole 64 of the steel connector 60a located on the surface of the Xuan beam structure 151a. That is, the transmission pipe 95 is connected to the side of the steel bar connector 60a farther away from the gap G. For clarity of explanation, the following content will refer to the fluid connection transmission pipe 95 as the "upstream steel bar connector 60a'" and the steel bar connector arranged at the bottom of the first beam structure 151a and immediately adjacent to the side surface 1512.

As shown in Figure 8D, when the transmission pipe 95 supplies the mortar material 93, the mortar material 93 enters the interior of the upstream steel bar connector 60a' from the slurry pipeline 70 through the through hole 64 of the upstream steel bar connector 60a'. As the mortar material 93 continues to be supplied, the mortar material 93 flows in the gap between the upstream steel bar connector 60a' and the beam steel bar 153, and in the gap between the upstream steel bar connector 60a' and the beam steel bar 174, thereby filling the gap. The interior of the upstream steel bar connector 60a' is completely filled. When the interior of the upstream steel bar connector 60a' is filled with the mortar material 93, the mortar material 93 flows out from the upstream steel bar connector 60a' through the second opening 61 connected to the gap G.

As shown in Figure 8E, as the mortar material 93 continues to be supplied from the transmission pipe 95 into the upstream steel bar connector 60a' and flows to the gap G, since the gap G is partially closed by the sealing element 92, the mortar material 93 will pass through the remaining steel bars. The second opening 61 of the connector 60a enters each steel bar connector 60a, and flows upward in the gaps between the steel bar connectors 60a and the beam steel bars 153, and between the steel bar connector 60a and the beam steel bars 174. The gaps between them flow upward. Moreover, as shown in Figure 8E, when the individual steel bar connector 60a is fully filled with the mortar material 93, the mortar in the steel bar connector 60a The material 93 will exit the first girder structure 151a from the second end 72 of the slurry line 70 connected to the corresponding rebar connector 60a. In this embodiment, the transmission pipe 95 only supplies mortar material through a single slurry pipeline 70 , so the construction personnel can observe the flow of the mortar material from each slurry pipeline 70 to confirm that the mortar material is between the steel bar connector 60 a Fill status. For example, as shown by the arrows shown at the top of Figures 8E and 8F, when the mortar material flows out from the second end 72 of the slurry pipeline 70 connected to the steel connector 60a above the first beam structure 151a, that is, It means that the inside of the steel connector 60a located at the top of the first beam structure 151a has been fully filled with mortar material.

In one embodiment, as the mortar material is sequentially discharged from the slurry pipelines 70 connected to different steel bar connectors 60a, but no mortar material is discharged from the second end 72 of one or more slurry pipelines 70, at this time It can be determined that the steel connector 60a connected to the slurry pipeline 70 where no mortar material is discharged is not fully filled with mortar material. At this time, the construction personnel can further insert the transmission pipe 95 into the slurry pipeline 70 where no mortar material is discharged, and supply mortar material one by one to the steel connectors 60 a that may not be fully filled with mortar material. Referring to FIG. 8G , after completing the filling process of the mortar material, the connection method of the first mortar beam structure 151 and the second mortar beam structure 172 further includes inserting a plurality of plugs 94 into the slurry pipeline 70 to expose the first mortar beam structure 151 to the second mortar beam structure 172 . The second end 72 on the surface of the beam structure 151 prevents the mortar material from flowing out of the steel connector 60a before solidification.

Continuing to refer to FIG. 9 , the first connecting structure 15 and the second connecting structure 17 located at the bottom of FIG. 1 are also positioned on the corner pillar 11 and the edge of the connecting structure in the same manner as described in the embodiment of FIGS. 2-6 . on the pillar 13 and docked with each other in the manner described in the embodiment of Figures 7D-7I. As shown in Figure 10, since the first connecting structure 15 located on a single side of the building system is first positioned on the corner column 11, then the two second connecting structures 17 are positioned on the side columns 13. Therefore, there is a buffer space between the two second hook connection structures 17 to allow the second hook connection structure 17 on the right side shown in Figure 10 to be pre-executed horizontally as shown in Figure 4 Mobile construction. Next, as shown in FIG. 10 , the building system 1 further includes a Kaifeng beam structure 20 and a cast connection structure 30 to connect two adjacent Kaohsiung connection structures (for example, two second Kaohsiung connection structures 17 ). beam structure.

Referring to Figure 10, it is an exploded view of the structure of the Kaifeng beam structure 20 and the casting connection structure 30 placed between two second Kaifeng connection structures 17, and shows that the two adjacent Kaifeng connection structures 17 are connected by pre-set Method for continuing the cast beam structure 20 and the field cast connection structure 30. The Qixuan beam structure 20 is generally in a long shape, has an opposite first end 201 and a second end 202, and includes a plurality of beam steel bars 21 embedded therein (see Figure 12). The beam steel bar 21 extends along the length direction of the Kaifeng beam structure 20, and one end thereof extends outward from the second end 202 of the Kaifeng beam structure 20. The first end 201 of the K-beam structure 20 is pre-embedded with a plurality of steel bar connectors 60 therein. The steel connector 60 is configured to connect the beam reinforcement 173 extending outwardly in the horizontal direction from the second Kawasaki beam structure 171 of the second Kawasaki connection structure 17 to the beam reinforcement 21 within the Kawasaki beam structure 20 . For the purpose of clear description, the beam reinforcement 21 is referred to as the "first beam reinforcement" and the beam reinforcement 173 is referred to as the "second beam reinforcement" in the following description. In one embodiment, the length L2 of the main body of the K-shaped beam structure 20 is less than the distance L1 between the end surfaces of two adjacent K-shaped beam connection structures to be connected. The length L2 of the main body of the Kaifeng beam structure 20 refers to the distance from the first end 201 of the Kaifeng beam structure 20 to the free end of the first beam steel bar 21.

The docking method of the Yi-Xuan beam structure 20 and the first of the two adjacent Yi-Xuan connection structures 17 (the second Yi-Xuan connection structure 17 on the right side of Figure 10) is described as follows: First, hang the Yi-Xuan beam structure 20 to between the two second hook beam structures 171 of the two second hook connection structures 17 . Then, a lateral movement construction is performed on the Xuan beam structure 20 . During the lateral movement, the Yi-Xuan beam structure 20 moves toward the first one of the Yi-Xuan connection structures 17 (right side in Figure 10 ), so that the steel bar connector 60 in the Yi-Xuan beam structure 20 is sleeved on the Yi-Xuan connection structure 17 The second beam steel of the first one (right side of Figure 10) The ribs 173 are installed, and the end surface 1711 of the second Kaifeng beam structure 171 is adjacent to the first end 201 of the Kaifeng beam structure 20, as shown in Figure 11. Next, a method similar to the method of connecting the two beam structures described in FIGS. 7D to 7I is performed to complete the butt jointing construction of the first of the PIX connection structures 17 (right side of FIG. 10 ) and the PIX beam structure 20 .

As shown in FIG. 12 , the field cast connection structure 30 is configured to connect the K-shaped beam structure 20 with the second K-shaped connecting structure 17 (the second K-shaped connecting structure 17 on the left side of FIG. 10 ). In one embodiment, the cast-on-site splicing structure 30 includes a plurality of fixed steel bar connectors 31 , a plurality of connecting steel bars 32 , a plurality of stirrups 34 , and a plurality of movable steel bar connectors 35 . The fixed steel bar connector 31 is embedded in advance on the end surface of the second part (left side of Figure 10) of the second hook connection structure 17. The inner wall surface of the fixed steel bar connector 31 may include a threaded structure, and the connecting steel bar 32 is connected to the fixed steel bar connector 31 via the threaded structure. The movable steel bar connector 35 is tubular and configured to be movably sleeved on the first beam steel bar 21 and the connecting steel bar 32 . A plurality of stirrups 34 are set on the outside of the first beam steel bar 21 and the movable steel bar connector 35 of the Qixuan beam structure 20 to surround the first beam steel bar 21.

The docking method of the Haixuan beam structure 20 and the second member of the Haixuan connection structure 17 (left side of Figure 10) via the field cast connection structure 30 is explained as follows: First, connect the movable steel bar connector 35 of the field cast connection structure 30 with The stirrups 34 are set on the first beam steel bars 21. As shown in Figure 10, the movable steel bar connector 35 and the stirrup 34 of the cast-in-place continuous structure 30 are pre-set on the first beam steel bar 21 of the Haixuan beam structure 20, and are hoisted together with the Haixuan beam structure 20. to between two adjacent second connecting structures 17. Next, as shown in Figure 12, after the docking between the 17-inch beam structure 20 and the first of the two adjacent second 17-inch connection structures (right side of Figure 10) is completed, the connecting steel bars 32 are connected to the second prefabricated beams. The second fixed steel bar connector 31 of the cast connection structure 17 (left side in Figure 10). Then, as shown in Figure 13, the movable steel bar connector 35 is moved so that the opening at one end thereof is sleeved on the first beam steel bar 21. And the opening at the other end is sleeved on the connecting steel bar 32 . Next, mortar material is supplied to the movable steel bar connector 35 so that the movable steel bar connector 35 is fixedly connected to the first beam steel bar 21 and the connecting steel bar 32 . Next, as shown in FIG. 14 , the stirrups 34 are moved so that the stirrups 34 are evenly distributed between the second one of the second link structures 17 and the link beam structure 20 . Finally, the cast-in-place continuous structure 30 is surrounded by the formwork and concrete is poured therein to form a concrete structure covering the cast-in-place continuous structure 30 including the stirrups 34 . The concrete structure can be covered with a cast-in-place continuous structure 30 after all the connecting structures of the floor are connected. Alternatively, the concrete structure may be constructed immediately after the stirrups 34 are moved. The detailed method of forming the concrete structure will be further described later with respect to the embodiment of FIG. 19 .

After the positioning and docking of the unilateral connection structure of building system 1 is completed, the remaining connection structures of the floor will be positioned and connected through similar construction methods. As shown in FIG. 16 , the Xuan beam structure 20 and the field cast connection structure 30 are formed on opposite sides of the building system 1 (hereinafter referred to as the left side and the right side). The other two sides of the building system 1 that are perpendicular to the left side and the right side (hereinafter referred to as the front side and the rear side) are not provided with a beam structure 20 and a casting connection structure 30 . In one embodiment, during the construction of the left and right sides of the building system 1, the two first connecting structures 15 positioned on the two corner columns 11 are positioned earlier than the two first connecting structures 15. Construction of two second connecting structures 17 on the side columns and side columns 13, construction of projects that require on-site construction, such as balconies, between the two second connecting structures 17, and then using the connecting beams The structure 20 and the casting connection structure 30 connect the two second hook connection structures 17 . In contrast, in the process of constructing the front side and the rear side of the building system 1, the installation of the beam structure 20 and the field cast connection structure 30 therein is omitted.

However, it should be understood that the present disclosure is not limited to the above embodiments. The peripheral building system may be provided with the Kaifeng beam structure 20 and the field cast connection structure 30 on a single side, and the Kaifeng beam structure 20 and the cast connection structure 30 are not provided on the other sides. Field casting continuation structure 30. In other embodiments, as shown in Figure 6 After the first connecting structure 15 and the second connecting structure 17 on the left side are docked, the other connecting structures are sequentially connected in a clockwise direction, and finally through the connecting structures as shown in Figure 10 The beam structure 20 and the field cast connection structure 30 complete the peripheral building system 10 .

In one embodiment, two adjacent 鐐鄄 connection structures (for example: two second 鐐鄄 connection structures 17) are connected through the 鐐鄄 beam structure 20 and the field cast connection structure 30, and the two beam structures ( For example: the second beam structures 171, 172) have different lengths. For example, as shown in FIG. 11 , the length of one of the adjacent Kaixuan beam structures 20 or the cast-in-place continuous structure 30 (for example: the second Kaixuan beam structure 171 ) of the two second Kawasaki beam structures is Less than the length of the other one (for example: the second beam structure 172). By reducing the length of the K-shaped connection structure, the transportation of the K-shaped connection structure will be facilitated and the weight of the K-shaped connection structure will be reduced.

After completing the construction steps of the outer building system 10 of the building system 1, the construction method of the building system 1 further includes constructing the two inner column structures 41 of the inner building system 40. In one embodiment, the two internal column structures 41 are disposed above the two field cast column structures (not shown) on the next floor. In one embodiment, the internal column structure 41 is cast and constructed at the construction site before, after or during the hoisting operation of the corner columns 11 , side columns 13 and the internal column structure 43 .

As shown in Figure 17, the construction method of the building system 1 further includes positioning two internal hook-and-loop connection structures 44, 45 on two internal hook-and-loop column structures 43, wherein the internal hook-and-loop connection structure 44 is earlier than the internal hook-and-loop column structure 43. The connecting structure 45 is positioned above the inner pillar structure 43 . As shown in Figure 16 , a plurality of vertical steel bars 9 are pre-fixed on the internal support column structure 43 before the internal support connection structure 44 is suspended on the internal support structure 43, and are connected by the internal support structure 43. During the lowering process of the structure 44 through hoisting, a plurality of vertical steel bars 9 are passed through a plurality of perforations inside the internal hook connection structure 44 respectively. Moreover, the internal connecting structure 44 is hung on the internal supporting column. After the structure 43 is placed on top of the structure 43, the lateral movement construction shown in Figure 4 is performed to position the internal connecting structure 45 on another internal connecting column structure 43 and connect it with the internal connecting structure 44, as shown in Figure 17 shown.

As shown in FIG. 17 , the internal hinge connection structure 44 includes an internal hinge connection head 440 and two internal hinge beam structures 441 and 442 . The internal connector 440 is disposed above the internal column structure 43 . Two internal yoke beam structures 441 and 442 are disposed on two vertical adjacent side surfaces of the inner yoke connector 440 . A plurality of beam steel bars extend outward in the horizontal direction from the side surface of the internal rib connector 440 where the internal rib structure is not provided. The internal hinge connection structure 45 includes an internal hinge connection head 450 and an internal hinge beam structure. The internal connector 450 is disposed above the other column structure 43 . The inner K-beam structure 451 is disposed on the side surface of the inner K-beam connector 450 adjacent to the beam structure 441 . A plurality of beam steel bars extend outward in the horizontal direction from the side surface of the inner rib connector 450 that is not provided with the internal rib structure.

As shown in FIG. 18 , after the positioning of the internal latch connector 440 of the building system 1 is completed, the internal beam structure 42 of the internal building system 40 is constructed. The internal beam structure 42 is connected between two adjacent internal column structures 41 . Alternatively, the internal beam structure 42 is connected between the internal column structure 41 and the X-shaped connectors 440, 450. Alternatively, the inner beam structure 42 is connected between the inner rib connection structures 44, 45 and the second rib connection structure 17 of the peripheral building system 10.

The outer building system 10 of the building system 1 is completed first and then the inner building system 40 is constructed, and the internal beam structure 42 in the inner building system 40 is constructed by cast-in-place construction. This construction method does not require erecting a work frame outside the building system 1 It can also reduce the construction cost of building systems and increase the flexibility of construction procedures.

Referring to Figure 19, a plan view of one floor of the building system 1 is shown. In one embodiment, the casting connection structure 30 is an open and outwardly extending platform of one of the adjacent building systems 1 46 settings. When casting the splice structure 30 at the construction site, the construction workers can stand on the platform 46 to move and position the movable steel splice 35 (Fig. 14) and form the concrete structure 36 through the setting of the formwork and pouring concrete into it to make it envelope. Covered field cast continuous structure 30. Since there is no risk of construction workers being exposed to the outside of the building system 1, there is no need to erect additional construction frames. Furthermore, as shown in FIG. 19 , the building system 1 includes two patios 48 and 49 , in which the area of the patio 48 is larger than the area of the patio 49 . Since the internal building system 40 of the adjacent patio 48 includes part of the beam structure (for example, the internal beam structures 441, 442, 451 as shown in Figure 17), and is located on both sides of the patio 48, it needs to be constructed by field casting. The internal beam structure 42 is provided on a platform 47 adjacent to one of the building systems 1 that opens to the outside and extends outward. Therefore, there is no need to build a construction frame in the patio 48. On the other hand, since the internal beam structures 42 located on both sides of the patio 49 that need to be constructed by cast-in-place construction are installed on an open platform 47 of the adjacent building system 1, there is no need to build a construction frame in the patio 49.

Through the above configuration, the building system 1 can minimize the use of construction racks during the construction process, thereby reducing the construction cost of the building system 1 and avoiding the generation of unnecessary construction waste.

Referring to Figure 20, a plan view of one floor of the building system 1' is shown. Elements of the building system 1 that are identical or similar to those of the building system 1′ are represented by the same symbols, and their structural features will not be described again. The difference between building system 1 and building system 1' is that the structures of the peripheral building systems of the two are slightly different. As shown in Figure 19 and Figure 20, building system 1' is replaced by Qixuan connection structures 15', 17', and 19. The construction system 1 has different construction systems 1 with connecting structures 15 and 17, and the building system 1' further includes a plurality of construction beam structures 25. The Qixuan connection structure 15' is connected to the Qixuan connection structure 17' or the Qixuan connection structure 19 through the Qixuan beam structure 25. The two connecting structures 17′ are connected through the connecting beam structure 20 and the casting connection structure 30. The two connecting structures 19 are directly coupled to each other. In one embodiment, the hook connection structures 15', 17', 19 and the hook beam structure 25 are similar to those shown in the figure. 2-6 and FIGS. 7A-7I are connected to each other in a manner disclosed in FIGS. 2-6 and 7A-7I. The QQ connection structure 17' is connected in a manner similar to that disclosed in FIGS. 10-14, which will not be repeated here to simplify the description.

In one embodiment, the length of the horizontally extending beam structures on the connecting structures 15', 17', and 19 of the building system 1' is longer than the length of the horizontally extending beam structures on the connecting structures 15 and 17 of the building system 1. The length is short, thereby increasing the convenience of transportation of the connecting structures 15', 17', and 19. In one embodiment, the beam structures 151' and 152' of the lattice connection structure 15' of the building system 1' have lengths L3 and L4 respectively. The lengths L3 and L4 are at least greater than 1 meter, so that the docking positions of the beam structures 151', 152' and adjacent structures are located outside the plastic hinge area of the 15' connection structure to strengthen the 15' Structural strength of connecting structure 15'.

Embodiments of the present disclosure provide a construction method of a building system, which at least includes the following technical advantages: (1) Most of the structures of the peripheral building system are constructed using the construction method, and only some areas are used to cast continuous structures, which is conducive to The standardization of the manufacturing process of the building system reduces the variable factors in the construction process, thereby improving the quality of the construction; (2) through the use of the ridge structure, increases the construction speed and improves the cleanliness of the construction site environment; and (3) by casting the site into The construction site is set up in areas such as balconies to avoid the use of construction racks, which helps reduce production costs and environmental 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.

151:The first Xuan beam structure

153:Beam reinforcement

157:Trench

172:Second Haixuan beam structure

174:Beam reinforcement

60:Reinforcement bar connector

61:Second opening

62:First opening

63: Second through hole/through hole

64: First through hole/through hole

70: Slurry pipeline

92:Sealing element

1511: End face

1513: Upper surface

1721: End face

G: Gap

Claims (10)

A building structure, including: a first Kaixuan beam structure and a second Kaixuan beam structure, each having an end face, the two end surfaces are adjacently arranged and define a gap therebetween, wherein the second Kaixuan beam structure The end face includes a plurality of beam steel bars extending outward; a plurality of steel bar connectors are embedded in the end face of the first Jiaxuan beam structure. Each of the plurality of steel bar connectors includes: a first opening and a first Two openings are respectively located at both ends. The first opening of the steel bar connectors is fixedly connected to the end of the beam steel bar in the first beam structure, and the second opening of the steel bar connectors is exposed to The end surface of the first Kaifeng beam structure is configured to allow the plurality of beam steel bars in the second Kaifeng beam structure to be inserted therein; and a first through hole adjacent to the first opening passes through the The outer wall of the steel bar connector is connected to the first opening; and a plurality of slurry pipelines are buried in the first beam structure, and the plurality of slurry pipelines are fluidly connected to the plurality of steel bar connectors. A plurality of first through holes and the outside of the first beam structure. The building structure as claimed in claim 1, wherein each of the plurality of steel bar connectors further includes a second through hole adjacent to the second opening, penetrating through the outer wall of the steel bar connector, and connected with the second opening. Communicated, wherein the plurality of slurry pipelines are fluidly connected to the plurality of second through holes of the plurality of reinforcing bar connectors and the outside of the first beam structure. The building structure as described in claim 1, wherein the end surfaces of the first Kaifeng beam structure and the second Kaifeng beam structure include a plurality of grooves therein for mortar materials to be filled therein to form a plurality of grooves. joint structure. The building structure of claim 1, further comprising a sealing element configured to seal the left and right sides and below of the gap. The building structure as described in claim 1, further comprising: a first Xiuxuan column; a first Xiuxuan connector disposed above the first Xiuxuan column and configured to connect with the first Xiuxuan column The top surface is separated by a gap, and the first hook-and-loop connector includes a plurality of perforations vertically passing through it and communicating with the gap; and a plurality of first vertical steel bars are disposed in the perforations of the first hook-and-loop connector, and connected to the first Xiaoxuan column; wherein the first Xiaoxuan beam structure extends along a horizontal direction from the first Xiaoxuan connection joint, and the first Xiaoxuan connection joint includes another first Xiaoxuan beam structure along It extends in a direction substantially perpendicular to the first beam structure. The building structure as described in claim 5, further comprising: a second Xiuxuan column; a second Xiuxuan connector disposed above the second Xiuxuan column and configured to connect with the second Xiuxuan column The top surface is separated by a gap, and the second connector includes a plurality of through-holes. Holes are vertically penetrated therein and connected with the gap; and a plurality of second vertical steel bars are provided in the through holes of the second 鐐鄄 connector and connected to the second 鐐鄄 pillar; wherein the second 鐐鄄 pillar The beam structure extends from the second Kawasaki connector toward the first Kawasaki beam structure, and the second Kawasaki connector includes another second Kawasaki beam structure along an edge opposite to and substantially parallel to the second Kawasaki beam structure extends in one direction. The building structure as described in claim 1, further comprising: a plurality of floor connectors, wherein each of the plurality of floor connectors includes: a body with a broad head provided at one end and buried in the first gaixuan beam structure And in the second Kaixuan beam structure, the other end is provided with a connector, the connector includes an internal thread; and a connecting steel bar has an external thread at one end, and the connecting steel bar is connected to the body through the external thread. The internal thread engagement of the connector allows the connecting steel bar to be connected to the body. The connecting steel bar is exposed on a side surface of the first Haixuan beam structure and the second Haixuan beam structure for connecting with the steel bars of the first floor floor. connection. A construction method, including: providing a first girder structure, including a plurality of steel bar connectors arranged on one end surface, each of the plurality of steel bar connectors including a first opening and a second opening, respectively located at At both ends, the first openings of the steel bar connectors are fixedly connected to the ends of the beam steel bars in the first beam structure, and the second openings of the steel bar connectors are exposed to the first beam structure. On the end surface of the beam structure, a first through hole is adjacent to the first opening and penetrates the steel bar. The outer wall of the connector is connected to the first opening; and a plurality of slurry pipelines are buried in the first beam structure, and the plurality of slurry pipelines are fluidly connected to the plurality of steel connectors. The first through hole and the outside of the first Kaifeng beam structure; provide a second Kaifeng beam structure, including a plurality of beam steel bars extending outward from one end thereof; hoist the second Kaifeng beam structure so that the second Kaifeng beam structure is The plurality of beam steel bars of the Kaixuan beam structure extend into the plurality of second openings of the plurality of steel bar connectors in the first Kaixuan beam structure; positioning the first Kaixuan beam structure and the second Kaixuan beam structure a beam structure to provide a gap between the end face of the first beam structure and the end face of the second beam structure; supplying a mortar material to the plurality of slurry pipelines via one of the plurality of slurry pipelines One of the steel bar connectors, and the mortar material flows into the gap through the second opening of the plurality of steel bar connectors, and then fills the mortar material to other members of the plurality of steel bar connectors. Within. The method of claim 8, wherein the end surfaces of the first Kaifeng beam structure and the second Kaifeng beam structure include a plurality of grooves therein, and the method further includes: filling the mortar material into the plurality of grooves. in the grooves to form a plurality of joint structures. The method of claim 8, further comprising: providing a plurality of floor connectors, wherein each of the plurality of floor connectors includes: a body provided with a broad head at one end, and a body connected to the other end of the body. One connecting steel bar; Preliminarily bury the ends of the plurality of floor connectors with the wide heads in the first Kaifeng beam structure and the second Kaifeng beam structure; expose the connecting steel bars to the first Kaifeng beam structure and the One side surface of the second beam structure; and connecting the connecting steel bar to the steel bar of the floor.