TWI818867B - Method for constructing building structure - Google Patents

Abstract

The instant disclosure provides a method for constructing a building structure, the method comprising: providing a lower-level connecting structure which comprises a lower-level precast connector and a lower-level beam; hoisting and connecting a precast column to the lower-level precast connector; hoisting a wall panel on the lower-level beam and abutting an edge of the wall panel against the precast column; fixing the wall panel to the lower-level beam via a number of first fastening units; hoisting an upper-level connecting structure on the precast column, the upper-level connecting structure comprising an upper-level precast connector and an upper-level beam located above the wall panel; and fixing the wall panel to the upper-level beam via a number of second fastening units.

Description

Manufacturing methods of building structures

The present disclosure relates to providing a manufacturing method of a building structure, in particular, a manufacturing method of a construction structure.

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 beam-column structures, as well as the beam-column structures made by this method, are what the industry is looking forward to. .

One embodiment of the present disclosure provides a manufacturing method of a building structure: a first lower-layer first-joint connection structure is provided. The lower-layer first joint structure includes a first lower-layer first joint connection and a first lower-layer first joint connection. A lower first beam structure on one side of the head; hang and connect a first 鐐鄄 column to the lower first 鐐鄄 connecting joint, the first 鐐鄄 column includes a plurality of vertical steel bars upward from its top surface Extend; hoist a first wall panel onto the first beam structure of the lower floor, and make one side of it against the first joist column; fix the first wall panel through a plurality of first locking units to the first beam structure of the lower floor; hang an upper first hook connection structure on the first hook column. The upper first hook connection structure includes an upper first hook connection and connects the upper first hook connection. An upper first beam structure on one side of a 鐐鄄 connector. The upper first beam structure includes a plurality of beam steel bars extending from a free end surface. The upper first 鐐鄄 connector includes a plurality of perforated vertical penetrations. Among them, when the first upper layer connecting structure is suspended on the first supporting column, the through holes in the upper first connecting structure correspond to and are sleeved on the first supporting column. The plurality of vertical steel bars, and the upper first beam structure is located above the first wall panel; and the first wall panel is fixed to the upper first beam structure through a plurality of second locking units.

By using the above manufacturing method of the building structure and using the locking unit to systematically and quickly assemble the wall panels and the beam structure on the continuous structure, the construction efficiency can be improved and the construction cost can be reduced.

1,1’:Building structure

10: Peripheral building structure

11: Xixuan corner pillar/first Xixuan pillar

13: Xixuan side pillar/second Xixuan pillar

15,15a: The first connecting structure of the lower layer

15’, 15a’: The first connecting structure of the upper layer

17,17a: The second connecting structure of the lower layer

17’, 17a’: The second connecting structure of the upper layer

20: Xuan beam structure

30: Field casting continuous structure

40:Internal building structure

41: Internal column structure

42: Field cast beam structure

43: Internal column structure

44: Internal hook-and-loop connection structure

45: Internal hook-and-loop connection structure

46:Floor floor

50,50a: first wall panel

51,51a: side

52,52a: side

53,53a: side

54,54a: side

55: Notch

56,56a: notch

57a: First locking unit/inverted steel bar

60: First locking unit

61:Ontology

62:Fixed rod

63:bolt

64:Pedestal

65: Connector

67:Gasket

68: Nut

69:Welding materials

70:Second wall panel

71:Side

72:Side

73:Side

74:Side

75: Notch

76: Notch

80: Second locking unit

81:Ontology

82:Fixed rod

83:Bolt

84:Pedestal

85: Connector

86: Fixtures

87:Gasket

88: Nut

89:Welding materials

91:railing

92: Rod

93: Elastic element

94:Sealing strip

95:Filling material

96: Mortar material

97:Bracket

98: Ring rubber

112:Top surface

113:Side surface

114:Vertical steel bars

134:Vertical steel bars

155a:hole

150,150a: The first connector of the lower layer

150’, 150a’: The first connector of the upper layer

151,151a: Lower first beam structure

151’, 151a’: The first beam structure of the upper floor

152,152a: Lower first beam structure

152’, 152a’: The first beam structure of the upper floor

154’, 154a’: Beam steel bars

170,170a: The second lower connector

170’, 170a’: The second upper layer connector

171,171a: Lower second beam structure

171’, 171a’: upper second beam structure

172,172a: Lower second beam structure

172’, 172a’: The second beam structure of the upper floor

174’, 174a’: opening

651:Connection Department

652: Nesting structure

861:Base

862: Anchoring structure

931:Extension

932:Base

933:Compression Department

1523’: Bottom surface

1524,1524a: Upper surface

6521:Joint

6522:Extension

8610: Bottom surface

Figure 1 shows a schematic diagram of the building structure in the first 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.

Figure 4 shows a schematic cross-sectional view of the joint between the wall panel and the pillar of the building structure in the above embodiment of the present invention.

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

FIG. 5A shows a schematic cross-sectional view of the building structure in the above embodiment of the present invention as viewed along line 5A-5A in FIG. 5 .

FIG. 5B shows a schematic cross-sectional view of the building structure in the above embodiment of the present invention as viewed along line segment 5B-5B in FIG. 5 .

Figure 6 shows an exploded view of the structure of the first locking unit in the above embodiment of the present invention.

Figure 7 shows a schematic diagram 4 of the manufacturing method of the building structure in the above embodiment of the present invention.

FIG. 7A shows a schematic cross-sectional view of the building structure in the above embodiment of the present invention as viewed along the line segment 7A-7A in FIG. 7 .

FIG. 7B shows a schematic cross-sectional view of the building structure in the above embodiment of the present invention as viewed along line segment 7B-7B in FIG. 7 .

Figure 8 shows an exploded view of the structure of the second locking unit in the above embodiment of the present invention.

Figure 9 shows a schematic diagram 5 of the manufacturing method of the building structure in the above embodiment of the present invention.

Figure 10 shows a schematic diagram 6 of the manufacturing method of the building structure in the above embodiment of the present invention.

FIG. 11 shows a schematic diagram of the building structure after the wall panels are installed according to an embodiment of the present disclosure.

Figure 12 shows a schematic diagram 1 of the manufacturing method of the building structure in the second embodiment of the present invention.

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

Figure 14 shows the third schematic diagram of the manufacturing method of the building structure in the second embodiment of the present invention.

Figure 15 shows a schematic cross-sectional view of the joint between the wall panel and the beam structure of the building structure in the second embodiment of the present invention.

Figure 16 shows a schematic diagram 4 of the manufacturing method of the building structure in the second embodiment of the present invention.

Figure 17 shows a schematic diagram 5 of the manufacturing method of the building structure in the second embodiment of the present invention.

Figure 18 shows a schematic diagram 6 of the manufacturing method of the building structure in the second 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 with the accompanying drawings and in the form of embodiments. The purpose of the drawings used in this document is only for illustration and to assist the description. Therefore, the proportion and arrangement 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 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 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 situation, the plural terms may mean both a definite occurrence of the event or situation and a close approximation of the occurrence of the event or situation.

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 attached to the Huixuan factory or around the construction site, with standardized The operation process and modular molds are used to construct steel structures, such as steel cages, build formwork and pour concrete, to quickly mass-produce structural components such as columns, beams, plates, etc. with high precision and high quality uniformity. Subsequently, through precise handling management and assembly operations, the completed structural components are assembled at the construction site. On the other hand, the structure corresponding to the element name including "field casting" (for example: field casting continuous structure, etc.) is a building structure that adopts the traditional "field casting method", which is to construct the steel structure, build the formwork and pour the steel structure on the construction site. Structure completed by placing concrete.

Figure 1 shows a schematic view of the lower floor of the building structure 1 in one embodiment of the invention. The outer building structure 10 of a single floor of the building structure 1 includes four corner pillars 11 (hereinafter also referred to as the first pillars), eight edge pillars 13 (hereinafter also referred to as the second pillars), four The lower first hook connection structure 15 made of the hook method, eight lower second hook connection structures 17 made of the hook method, two hook beam structures 20, and two cast connection structures 30. The internal building structure 40 of the building structure 1 is partially made of a beam-column structure, and the remaining beam-column structure is manufactured using traditional casting methods, including two cast-column structures 41, multiple cast-beam structures 42, and two cast-iron beam structures. An internal hook-and-loop column structure 43 and two internal hook-and-loop connection structures 44 and 45.

As shown in FIG. 1 , the lower first hook connection structure 15 includes a lower first hook connection 150 and two lower first beam structures 151 and 152 that are substantially perpendicular to each other. The first lower layer connector 150 is disposed above the first pillar 11 and is configured to connect its bottom to the first pillar 11 and its two adjacent sides to the two lower layers that are substantially perpendicular to each other. The first beam structures 151, 152 are connected. In other words, the two lower first beam structures 151 and 152 respectively extend outward from the two adjacent side surfaces of the lower first hook connector 150 . The lower second hook connection structure 17 includes a lower second hook connection 170 and two lower second beam structures 171 and 172 . The lower second connecting rod 170 is disposed above the second connecting rod 13 and is configured to connect its bottom to the second connecting rod 170 . The two opposite sides of the pillar 13 are connected to two lower second beam structures 171 and 172 that are substantially parallel to each other and aligned. In other words, the two lower second beam structures 171 and 172 respectively extend outward from the two opposite side surfaces of the lower second hook connector 170 .

Regarding the connection method between the first connecting structure 15 of the lower layer and the first connecting column 11 , the connection method of the second connecting structure 17 of the lower layer and the second connecting column 13 , the first connecting structure 15 of the lower layer and the third connecting structure 17 of the lower layer. For the method of connecting the two connecting structures 17 to each other and the method of connecting the internal building structure 40, please refer to the Republic of China Invention Patent Application No. 111139478 filed on October 18, 2022, the entire content of which is incorporated by reference. This disclosure is ongoing.

As shown in FIG. 1 , according to the first embodiment of the present disclosure, after completing the manufacturing process of the lower floor of the building structure in FIG. 1 , the first lattice column 11 is suspended and connected to the first lattice connection structure 15 of the lower floor. above, and suspend and connect the second hook pillar 13 to the lower second hook connection structure 17 . As shown in FIG. 2 , in some embodiments, before the first pillar 11 is set, the floor plate 46 is set to connect it to the lower first beam structure 151 , 152 and the lower second beam structure 171 , 172 . In addition, before the first pillar 11 is installed, the railing 91 is pre-set above the lower first beam structure 151, 152 near the outside, and the railing 91 is pre-set above the lower second beam structure 171, 172 near the outside, where The ends of railings on adjacent beam structures are close to each other.

As shown in FIG. 3 , after the first support column 11 is installed, a first wall panel 50 is suspended to the lower first beam structure 152 . In some embodiments, the first wall panel 50 is a rectangular structure and includes a plurality of sides 51, 52, 53, 54. Sides 51, 52 are opposite each other, and sides 53, 54 are opposite each other. When the first wall panel 50 is placed on the lower first beam structure 152, the side 53 of the first wall panel 50 abuts the upper surface of the lower first beam structure 152, and the side 51 of the first wall panel 50 abuts the upper surface of the lower first beam structure 152. Close to the side surface 113 of the first pillar 11 .

In some embodiments, the side 53 of the bottom of the first wall panel 50 includes two recesses. Mouth 55. The recess 55 is configured to receive the first locking unit 60 that secures the first wall panel 50 on the lower first beam structure 152 . Furthermore, the side 54 of the top of the first wall panel 50 includes two notches 56 . The recess 56 is configured to receive the second locking unit 80 (Fig. 7) that secures the first wall panel 50 above the upper first beam structure 152' (Fig. 7). The structural features of the first locking unit 60 and the second locking unit 80 will be described later in the description of FIG. 5A and FIG. 7A . Before using the two first locking units 60 to connect the first wall panel 50 and the lower first beam structure 152, the first wall panel 50 can be temporarily supported by a plurality of rods 92, and a plurality of railings 91 can be disposed on Above the first lower beam structure 151, 152 and the lower second beam structure 171, 172, to maintain the safety of construction workers when erecting wall panels. In some embodiments, as shown in FIG. 2 , the railings 91 provided on adjacent beam structures (eg, the lower first beam structure 152 and the lower second beam structure 172 ) are close to each other.

Figure 4 shows a schematic cross-sectional view of the joint between the first wall panel 50 and the first pillar 11 of the building structure 1 in the above embodiment of the present invention. In some embodiments, in order to increase the tightness of the joint between the first wall panel 50 and the first pillar 11 , at least one sealing structure is provided at the joint between the first wall panel 50 and the first pillar 11 . For example, as shown in FIG. 4 , the joint between the first wall panel 50 and the first pillar 11 includes an elastic element 93 , a sealing strip 94 , and a filling material 95 .

The elastic element 93 is a preformed elongated structure, which includes an extension part 931 , a base part 932 , and a compression part 933 . The extension part 931 and the compression part 933 are respectively formed on the opposite front and rear surfaces of the base part 932. The extension part 931 extends a predetermined length away from the rear surface direction of the base part 932, and the compression part 933 is an arched structure, with both ends connected to the base part respectively. The front surface of 932 forms an elastically deformable hollow structure together with the base 932 . The elastic element 93 can be embedded on the side 51 of the first wall panel 50 during the manufacturing process of the first wall panel 50 , so that the base 932 is located below the side 51 of the first wall panel 50 and passes through the extension 931 Add elastic element 93 Combined with the first wall panel 50 for strength.

When the side 51 of the first wall panel 50 abuts the side surface 113 of the first pillar 11 , the elastic element 93 is located outside the joint between the first wall panel 50 and the first pillar 11 (near the outside of the building). one side), and the sealing strip 94 is located inside the joint between the first wall panel 50 and the first pillar 11 (one side close to the indoor side of the building). The elastic element 93 and the sealing strip 94 are respectively separated from the inner and outer surfaces of the first wall panel 50 by a distance. The filling material 95 is disposed in the gap between the elastic element 93 and the outer surface of the first wall panel 50 , and the filling material 95 is disposed in the gap between the sealing strip 94 and the inner surface of the first wall panel 50 . The first wall panel 50 and the first pillar 11 are airtightly connected through the above-mentioned composite sealing structure, and the provision of the elastic element 93 can further reduce the damage caused by the direct hard collision of the first wall panel 50 with the first pillar 11 possible. The elastic element 93 can be made of rubber, metal, plastic (such as PVC plastic) or metal-rubber composite material. The sealing strip 94 may include foam material (eg, PE foam stick). Filling material 95 may include resin material.

As shown in Figure 5, after the first wall panel 50 is installed, a second wall panel 70 is suspended onto the lower second beam structure 172, and one side of the second wall panel 70 is pressed against the first wall. Plate 50. In some embodiments, the second wall panel 70 is a rectangular structure and includes a plurality of sides 71, 72, 73, and 74. Sides 71, 72 are opposite each other, and sides 73, 74 are opposite each other. When the second wall panel 70 is placed on the lower second beam structure 172, the side 73 of the second wall panel 70 abuts the upper surface of the lower second beam structure 172, and the side 71 of the second wall panel 70 abuts the upper surface of the lower second beam structure 172. Close to the side 52 of the first wall panel 50 . In some embodiments, the side 73 of the second wall panel 70 includes two notches 75 . The recess 75 is configured to receive the first locking unit 60 that secures the second wall panel 70 above the lower second beam structure 172 . Furthermore, the side 74 of the top of the second wall panel 70 includes two notches 76 . The recess 76 is configured to receive the second locking unit 80 (Fig. 10) that secures the second wall panel 70 above the upper second beam structure 172' (Fig. 10). When two first locking units 60 are used to connect the second wall panel 70 and the lower Before laying down the second beam structure 172, the second wall panel 70 may be temporarily supported by a plurality of rods 92.

5A shows a schematic cross-sectional view of the first locking unit 60 connecting the first wall panel 50 and the lower first beam structure 152 according to the first embodiment of the present disclosure. FIG. 6 shows an exploded view of components of the first locking unit 60 according to the first embodiment of the present disclosure. In some embodiments, the first locking unit 60 includes a base 64 , a connecting member 65 and a nut 68 . The base 64 includes a body 61, two fixing rods 62, and a bolt 63. The body 61 is a metal plate with a screw hole in the center. Two fixing rods 62 are laterally fixed to the rear side of the body 61 and extend outward from two opposite sides of the body 61 . The bolt 63 passes through the screw hole of the body 61 from the rear side to the front side, so as to be vertically fixed to the front side of the body 61 . The entire base 64 can be disposed on the sides 53 and 73 of the first wall panel 50 and the second wall panel 70 during the manufacturing process of the first wall panel 50 and the second wall panel 70 , wherein the body 61 of the base 64 Set inside the notches 55 and 75, the two fixing rods 62 pass through the side walls of the notches 55 and 75 and are embedded in the first wall panel 50 and the second wall panel 70, and the bolts 63 extend outward from the notches. 55, 75.

The connecting member 65 includes a connecting portion 651 and a set structure 652 . The connecting portion 651 includes an opening 650 therein that is configured to allow the bolt 63 to pass therethrough. The sleeve structure 652 is connected to the lower end of the connecting part 651 and includes a joint part 6521 and an extension part 6522. The joint portion 6521 has a right-angle structure and is configured to be adjacent to or embedded in a corner portion of the lower first beam structure 152 or the lower second beam structure 172 . The extension portion 6522 connects the rear side of the joint portion 6521 and is configured to be sleeved on the beam steel bars inside the lower first beam structure 152 or the lower second beam structure 172 . In some embodiments, the entire connecting member 65 is disposed on the lower first beam structure 152 and the lower second beam structure 172 during the manufacturing process of the lower first beam structure 152 and the lower second beam structure 172 , wherein the connecting portion 651 and the extension portion 6522 can be joined to the joining portion 6521 by the welding material 69 .

During the process of fixing the first wall panel 50 and the second wall panel 70 to the lower first beam structure 152 and the lower second beam structure 172, the connecting member 65 is moved by moving the first wall panel 50 or the second wall panel 70. The connecting portion 651 is first disposed in the notches 55 and 75 so that the bolts 63 of the base 64 pass through the through holes 650 of the connecting member 65 . Then, a gasket 67 is sleeved and a nut 68 is engaged with the bolt 63 , thereby fixing the connecting piece 65 on the base 64 . Through the arrangement of the first locking unit 60, the first wall panel 50 and the second wall panel 70 can be quickly fixed to the lower first beam structure 152 and the lower second beam structure 172. In addition, since the position of the first locking unit 60 is fixed, the installation positions of the first wall panel 50 and the second wall panel 70 can be accurately positioned through the first locking unit 60, thereby improving the construction quality.

In some embodiments, in order to increase the tightness between the first wall panel 50 and the lower first beam structure 152, at least one sealing structure is disposed at the joint between the first wall panel 50 and the lower first beam structure 152. For example, as shown in FIG. 5B , the joint between the first wall panel 50 and the lower first beam structure 152 includes two elastic elements 93 , a sealing strip 94 , and filling material 95 . The two elastic elements 93 are respectively disposed on the side 53 of the first wall panel 50 and the upper surface 1524 of the lower first beam structure 152. The two elastic elements 93 are disposed adjacent to the outside of the building (close to the outdoor side of the building). . The sealing strip 94 is located inside the joint between the first wall panel 50 and the lower first beam structure 152 (near the indoor side of the building). The filling material 95 is disposed in the gap between the sealing strip 94 and the inner surface of the first wall panel 50 . When the side edge 53 of the first wall panel 50 abuts the upper surface 1524 of the lower first beam structure 152, the two elastic elements 93 contact each other and are extruded and deformed, and the sealing strip 94 is also extruded and deformed. Then, the joint between the first wall panel 50 and the lower first beam structure 152 is tightly sealed. The first wall panel 50 and the lower first beam structure 152 are airtightly connected through the above-mentioned composite sealing structure, and the provision of the elastic element 93 can further reduce the direct hard collision of the first wall panel 50 with the first pillar 11 And the possibility of damage. The above-mentioned composite sealing structure can also be provided on the second wall panel 70 and the lower second beam structure 172, and the joint between the first wall panel 50 and the second wall panel 70.

As shown in FIG. 7 , after fixing the first wall panel 50 to the lower first beam structure 152 and fixing the second wall panel 70 to the lower second beam structure 172 , an upper first connecting structure 15 is suspended. 'On top of the first Xixuan Pillar 11. The upper first hook connection structure 15' includes an upper first hook connection 150' and two upper first beam structures 151', 152' that are substantially perpendicular to each other. The structural features of the upper first connecting structure 15′ are the same as those of the lower first connecting structure 15, so their features will not be described again. When the upper first connecting structure 15' is suspended on the first supporting column 11, the perforations in the first connecting head 150' of the upper layer correspond to and are sleeved on a plurality of vertical holes in the first supporting column 11. Steel bars 114, and the upper first beam structure 152' is located above the first wall panel 50 and against the side 54 of the first wall panel 50. The vertical steel bars 114 can be disposed on the top surface 112 of the first pillar 11 after the first pillar 11 is arranged on the first connecting structure 15 of the lower layer. Alternatively, the vertical steel bars 114 can be additionally penetrated to the top surface 112 of the first pillar 11 before the upper first pillar connection structure 15' is to be connected to the first pillar 11.

Next, as shown in Figure 7, the first wall panel 50 is fixed to the upper first beam structure 152' through a plurality of second locking units 80. 7A shows a schematic cross-sectional view of the second locking unit 80 connecting the first wall panel 50 and the upper first beam structure 152' according to the first embodiment of the present disclosure. FIG. 8 shows an exploded view of the second locking unit 80 . In some embodiments, the second locking unit 80 includes a base 84 , a connecting member 85 , a fixing member 86 , and a nut 88 . The base 84 includes a body 81 , two fixing rods 82 , and a bolt 83 . The body 81 is a metal plate with a screw hole in the center. Two fixing rods 82 are laterally fixed to the rear side of the body 81 and extend outward from two opposite sides of the body 81 . Bolts 83 are vertically fixed to the front side 81 of the body. The entire base 84 can be disposed on the sides 54 and 54 of the first wall panel 50 and the second wall panel 70 during the manufacturing process of the first wall panel 50 . 74. The body 81 of the base 84 is set in the recesses 56 and 76 (see Figure 7). The two fixing rods 82 pass through the side walls of the recesses 56 and 76 and are embedded in the first wall panel 50. The bolts 83 Then protrude outwards from the notches 56, 76.

The connecting member 85 includes a plate, and an opening 850 is disposed in the center of the plate. The fixing member 86 includes a base 861 and an anchoring structure 862 fixed to the base 861 . The fixing member 86 can be disposed on the bottom surface of the upper first beam structure 152' during the manufacturing process of the upper first beam structure 152', wherein the anchoring structure 862 is embedded in a bottom surface 1523 of the upper first beam structure 152'. 'middle.

In the process of fixing the first wall panel 50 to the upper first beam structure 152', the connector 85 is first placed in the notches 56, 76 so that the bolts 83 of the base 84 pass through the through holes 850 of the connector 85. Next, as shown in FIG. 7A , welding material 89 is used to connect the connecting member 85 and the bottom surface 8610 of the fixing member 86 . After the connecting member 85 is connected to the fixing member 86 , a gasket 87 is sleeved and a nut 88 is engaged with the bolt 83 , thereby fixing the connecting member 85 on the base 84 . Through the arrangement of the second locking unit 80, the first wall panel 50 can be quickly fixed to the upper first beam structure 152'. In addition, since the positions of the base 84 and the fixing member 86 of the second locking unit 80 are fixed, the position of the first wall panel 50 can be accurately positioned through the second locking unit 80, thereby improving the construction quality.

In some embodiments, in order to increase the tightness between the first wall panel 50 and the upper first beam structure 152', at least one sealing structure is disposed at the joint between the first wall panel 50 and the upper first beam structure 152'. For example, as shown in Figure 7B, the joint between the first wall panel 50 and the upper first beam structure 152' includes two elastic elements 93, a sealing strip 94, and filling material 95. The two elastic elements 93 are respectively disposed on the side 53 of the first wall panel 50 and the lower surface 1523' of the upper first beam structure 152'. The two elastic elements 93 are disposed adjacent to the outside of the building (near the building room). outside side). The sealing strip 94 is located inside the joint between the first wall panel 50 and the upper first beam structure 152' (near the indoor side of the building). After the first wall panel 50 is combined with the upper first beam structure 152', the two elastic elements 93 resist each other and are extruded to deform, and the sealing strip 94 is supported by the lower surface 1523' of the first beam structure 152' and The side 54 of the first wall panel 50 is squeezed and deformed. In this way, the joint between the first wall panel 50 and the upper first beam structure 152' can be properly sealed by the elastic element 93 and the sealing strip 94.

Referring to Figure 9, after combining the first wall panel 50 and the upper first beam structure 152', the upper second upper-layer connecting structure 17' is joined to the upper-level first connecting structure 15' from the left side. The upper second hook connection structure 17' includes an upper second hook connection 170' and two upper second beam structures 171' and 172' located on both sides of it. The upper second connector 170' and the lower second connector 170 have the same structural features, so their features will not be described again. In some embodiments, the step of joining the upper second hook connection structure 17' to the upper first hook connection structure 15' is also the same as the step of joining the lower second hook connection structure 17 to the lower first hook connection structure 15. steps. Specifically, the joining step includes: hoisting and moving the upper second hook connection structure 17' toward the upper first hook connection structure 15', so that the plurality of beams on a free end surface of the upper first beam structure 152' The steel bars 154' extend into a plurality of openings (not numbered because they are shielded) on the free end surface of the upper second beam structure 172'. Their configuration is the same as the openings 174' formed on the free end surface of the upper second beam structure 171'. ), until the end surface of the upper second beam structure 172' abuts against the end surface of the upper first beam structure 152', as shown in Figure 10.

Continuing to refer to Figure 10, after the end surface of the upper second beam structure 172' abuts against the end surface of the upper first beam structure 152', the upper second hook connector 170' is located above the second hook column 13. At this time, a plurality of vertical steel bars 134 are passed through the second upper-layer connector 170', so that the vertical steel bars 134 are fixedly connected to the second upper-layer connector 170' and the second lower pillar 13. catch Then, the second wall panel 70 is fixed to the upper second beam structure 172' through a plurality of second locking units 80. The connection method between the second locking unit 80 and the side 74 of the second wall panel 70 and the bottom surface of the upper second beam structure 172' is the same as the second locking unit 80 and the side of the first wall panel 50 shown in FIG. 7A The connection method between the side 54 and the bottom surface of the upper first beam structure 152' will not be described again. The joints on the bottom surface of the upper second beam structure 172' may also include a plurality of sealing structures similar to those shown in Figure 7B to seal the joints.

As shown in Figure 11, the building structure 1' is completed with the first upper layer connecting structure 15', the second upper connecting structure 17', part of the first wall panel 50, and part of the second wall panel 70. The number of the first wall panels 50 and the second wall panels 70 is not limited to the number of wall panels in this embodiment, and any number of wall panels can be disposed between the upper beam structure and the lower beam structure. It should be understood that although in the building structure 1' of Figure 11, two wall panels (for example: the first wall panel 50 and the second wall panel) are disposed between part of the first pillar 11 and the second pillar 13. 70), but this disclosure is not limited to this. Only a single wall panel can be provided between the first pillar 11 and the second pillar 13 .

As shown in FIG. 12 , in the second embodiment of the present disclosure, after completing the manufacturing process of the lower floor of the building structure in FIG. 1 , the first hook pillar 11 is suspended and connected to the first hook connection structure of the lower floor. 15a, and hang the second support column 13 and connect it to the second support connector 17a of the lower floor, and set the floor plate 46 and the railing 91. The lower first hook connection structure 15a includes a lower first hook connection 150a and two lower first beam structures 151a and 152a that are substantially perpendicular to each other. The lower second hook connection structure 17a includes a lower second hook connection 170a and two lower second beam structures 171a and 172a. The structural features of the lower first connecting structure 15a and the second lower connecting structure 17a are similar to those of the first lower connecting structure 15 and the second lower connecting structure 17 in Figure 2. The difference includes the length of the beam structure. different.

As shown in Figure 13, after the setting of the first pillar 11 is completed, hang a first wall The plate 50a is placed above the lower first beam structure 152a. In some embodiments, the first wall panel 50a is a rectangular structure and includes a plurality of sides 51a, 52a, 53a, 54a. Sides 51a, 52a face each other, and sides 53a, 54a face each other. The side 53a located at the bottom of the first wall panel 50a includes a plurality of first locking units 57a. In some embodiments, each of the first locking units 57a includes an inverted steel bar 57a, and the upper surface 1524a of the lower first beam structure 152a includes a plurality of holes 155a thereon. When the first wall panel 50a is coupled to the lower first beam structure 152a, the first wall panel 50a is suspended on the lower first beam structure 152a, so that the inverted steel bar 57a is inserted into the hole 155a on the upper surface 1524a of the lower first beam structure 152a. inside, and make the side 53a of the first wall panel 50a abut the upper surface 1524a of the lower first beam structure 152a, as shown in Figure 14.

Figure 15 shows a schematic cross-sectional view of the joint between the first wall panel 50a and the lower first beam structure 152a of the building structure in the second embodiment of the present invention. In some embodiments, as shown in Figure 15, the inverted steel bars 57a are pre-embedded into the bottom of the first wall panel 50a and protrude from the side 53a of the bottom of the first wall panel 50a. Moreover, the hole 155a of the lower first beam structure 152a is pre-filled with mortar material 96. When the inverted steel bar 57a is inserted and left to stand for a specific period of time, and after the mortar material 96 solidifies, the first wall panel 50a and the lower first beam are completed. Bonding of structure 152a. In some embodiments, in order to prevent the mortar material 96 in the hole 155a from overflowing after the inverted steel bar 57a is inserted, an annular rubber 98 is provided around the upper opening of the hole 155a. When the inverted steel bar 57a is inserted into the hole 155a, the mortar material 96 discharged from the upper opening of the hole 155a will be held by the annular rubber 98 and will not escape outward.

In order to increase the tightness of the joint between the first wall panel 50a and the lower first beam structure 152a, at least one sealing structure is provided at the joint between the first wall panel 50a and the lower first beam structure 152a. For example, as shown in Figure 15, the joint between the first wall panel 50a and the lower first beam structure 152a includes two sealing strips 94 and a filling material 95. The two sealing strips 94 are respectively arranged on the inverted steel bars. 57a, and the filling material 95 is filled in the gap between the sealing strip 94 and the inner and outer surfaces of the first wall panel 50a. When the side 53a of the first wall panel 50a abuts the upper surface 1524a of the lower first beam structure 152a, the two sealing strips 94 are extruded and deformed, thereby tightly sealing the first wall panel 50a with the lower first beam structure 152a. the joint.

Referring to FIG. 16 , the side 54a of the top of the first wall panel 50a includes a plurality of notches 56a (for example, three notches). As shown in Figure 16, the recess 56a is configured to receive the second locking unit 80 that secures the first wall panel 50a to the upper first beam structure 152a'. In some embodiments, after the first wall panel 50a is joined to the lower first beam structure 152a, an upper first connecting structure 15a' is suspended on the first supporting column 11. The upper first hook connection structure 15a' includes an upper first hook connection 150a' and two upper first beam structures 151a' and 152a' that are substantially perpendicular to each other. The structural features of the first upper-layer connecting structure 15a' are similar to the structural features of the first upper-layer connecting structure 15' in Figure 7. The difference includes the length of the beam structure. In some embodiments, before hoisting the upper first connecting structure 15a', a plurality of brackets 97 can be placed on the lower first beam structures 151a, 152a or the lower second beam structures 171a, 172a. To support the ends of the upper first beam structure 151a', 152a' or the upper second beam structure 171a', 172a' (Fig. 17).

After the installation of the upper first hook connection structure 15a' is completed, the first wall panel 50a is fixed to the upper first beam structure 152a' through a plurality of second locking units 80. The connection method between the second locking unit 80 and the side 54a of the first wall panel 50a and the bottom surface of the upper first beam structure 152a' is the same as that of the second locking unit 80 and the side of the first wall panel 50 shown in FIG. 7A The connection method between the side 54 and the bottom surface of the upper first beam structure 152' will not be described again. The joint of the bottom surface of the upper first beam structure 152a' can also include a plurality of sealing structures to seal the joints.

Referring to Figure 17, after combining the first wall panel 50 and the upper first beam structure 152a' Finally, the upper second hook connection structure 17a' is joined to the upper first hook connection structure 15a' from the left side. The upper second hook connection structure 17a' includes an upper second hook connection 170a' and two upper second beam structures 171a' and 172a'. The structural features of the upper second hook-and-loop connection structure 17a' are similar to the structural features of the upper-layer second hook-and-loop connection structure 17' in Figure 9. The difference includes the length of the beam structure. Moreover, the step of joining the upper second hook connection structure 17a' and the upper first hook connection structure 15a' includes: hoisting and moving the upper second hook connection structure 17a' toward the upper first hook connection structure 15a', A plurality of beam steel bars 154a' on a free end surface of the upper first beam structure 152a' are extended into a plurality of openings (not numbered due to shielding) on a free end surface of the upper second beam structure 172a', and their configuration is the same as Formed in the opening 174a') on the free end surface of the upper second beam structure 171a', until the end surface of the upper second beam structure 172a' abuts against the end surface of the upper first beam structure 152a', as shown in Figure 18.

Continuing to refer to Figure 18, after the end surface of the upper second beam structure 172a' abuts against the end surface of the upper first beam structure 152a', the upper second hook connector 170a' is located above the second hook column 13. At this time, a plurality of vertical steel bars 134 are passed through the second upper-layer connector 170a', so that the vertical steel bars 134 are fixedly connected to the second upper-layer connector 170a' and the second lower pillar 13.

Embodiments of the present disclosure provide a construction method of a building structure, which at least includes the following technical advantages: (1) Most of the structures of the peripheral building structure are constructed by the excavator construction method, and only some areas are used to cast continuous structures, which is conducive to The standardization of the manufacturing process of building structures reduces the variable factors in the construction process, thereby improving the quality of construction; (2) through the use of systematic lattice structures and locking components, the construction speed is increased and the construction site environment is tidier; and (3) ) By arranging a tight structure between the wall panel and the adjacent building structure, the tightness of the joints can be increased and structural damage caused by impact can be prevented.

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 structure

10: Peripheral building structure

11: Xixuan corner pillar/first Xixuan pillar

13: Xixuan side pillar/second Xixuan pillar

15: The first connecting structure of the lower layer

17: The second connecting structure of the lower layer

20: Xuan beam structure

30: Field casting continuous structure

40:Internal building structure

41: Internal column structure

42: Field cast beam structure

43: Internal column structure

44: Internal hook-and-loop connection structure

45: Internal hook-and-loop connection structure

150: The first connector of the lower layer

151: Lower first beam structure

152: Lower first beam structure

170: The second connector of the lower layer

171: Lower second beam structure

172: Lower second beam structure

Claims (10)

A manufacturing method of a building structure: providing a first connecting structure of the lower layer, the first connecting structure of the lower layer including a first connecting joint of the lower layer and a lower layer connecting one side of the first connecting joint of the lower layer The first beam structure; hoist and connect a first Xiaoxuan column to the first Xiaoxuan connector of the lower floor. The first Xiaoxuan column includes a plurality of vertical steel bars extending upward from its top surface; suspend a first Xiaoxuan column. The wall panel is placed on the first beam structure of the lower floor, and one side thereof is against the first beam structure; the first wall panel is fixed to the first beam structure of the lower floor through a plurality of first locking units. ; Hanging an upper-level first-level connection structure on the first first-level column. The upper-level first-level connection structure includes an upper-level first connection structure and one of the upper-level first connection connectors. The upper first beam structure on one side includes a plurality of beam steel bars extending from one of its free end surfaces, and the upper first connector includes a plurality of perforations vertically passing through it, wherein when the upper layer When the first hook connection structure is hoisted on the first hook column, the perforations in the first hook connector of the upper layer correspond to and are sleeved on the plurality of vertical steel bars of the first hook column, And the upper first beam structure is located above the first wall panel; and the first wall panel is fixed to the upper first beam structure through a plurality of second locking units. The method described in request 1 further includes: A second lower-layer connecting structure is provided. The lower second connecting structure includes a lower second connecting structure and a lower second beam structure connecting one side of the lower second connecting structure, wherein the lower second beam structure is The side of the second lower-layer connector and the side of the first lower-level connector face each other; the lower second connector is hoisted and moved toward the lower first connector to couple the second connector. Connect the second beam structure of the lower layer and the first beam structure of the lower layer; suspend and connect a second yuxuan column to the second yixuan connection joint of the lower layer; provide a second yixuan connection structure of the upper layer. The two-layer connection structure includes an upper-layer second-layer connector and an upper-layer second beam structure connected to one side of the upper-layer second-layer connector, wherein the upper-layer second beam structure includes a plurality of openings formed on one side thereof. in the free end surface; and hoist the second upper-layer hook connection structure, and make the plurality of beam steel bars on the upper-layer first beam structure extend into the plurality of openings of the upper-layer second beam structure. The method as described in claim 2 further includes: before hoisting the second upper-floor hook connection structure, hoisting a second wall panel onto the lower-floor second beam structure and making one side of it against The first wall panel, wherein the second wall panel is fixed to the lower second beam structure through a plurality of third locking units, the plurality of first locking units and the plurality of third locking units have the same structure ; and after hoisting the second upper-floor hook connection structure, the second wall panel is fixed to the upper-floor second beam structure through a plurality of fourth locking units, the plurality of second locking units and the plurality of The fourth locking unit has the same structure. The method as described in claim 2, wherein the step of providing the first hook connection structure on the lower floor includes presetting a first railing above the first beam structure on the lower floor near the outside; and providing a second hook connection structure on the lower floor. The step includes presetting a second railing above the lower second beam structure near the outer side, wherein one end of the first railing and one end of the second railing are close to each other. The method of claim 1, wherein each of the plurality of first locking units includes: a base including a body, at least one fixing rod transversely fixed to one side of the body, and a bolt , vertically fixed to the other side of the body; a connector including a through hole therein and a set structure; and a nut adapted to engage with the bolt; wherein the plurality of first locking members The step of the unit fixing the first wall panel to the lower first beam structure includes: pre-embedding the at least one fixing rod of the base in the first wall panel, and making the bolt of the base protrude from the The first wall panel; sleeve the sleeve structure of the connector on the lower first beam structure; move the first wall panel to insert the bolt of the base into the through hole of the connector; and engaging the nut to the bolt to secure the base to the connector. The method of claim 1, wherein each of the plurality of first locking units includes an inverted steel bar, and the lower first beam structure includes a plurality of holes thereon, wherein the plurality of first locking units are provided with a plurality of holes. The steps of fixing the first wall panel to the lower first beam structure by a locking unit include: The plurality of inverted steel bars are pre-buried in the first wall panel so that the plurality of inverted steel bars protrude from the sides of the bottom of the first wall panel; and the extended portions of the plurality of inverted steel bars are extended into the plurality of holes of the lower first beam structure. According to the method described in claim 6, before the extended portions of the plurality of inverted steel bars extend into the plurality of holes of the first beam structure of the lower layer, an annular rubber is provided on the periphery above each of the plurality of holes, The method further includes pouring mortar material so that the mortar material is filled into the plurality of holes and the plurality of annular rubbers of the lower first beam structure. The method of claim 1, wherein each of the plurality of second locking units includes: a base including a body, at least one fixing rod transversely fixed to one side of the body, and a bolt , vertically fixed to the other side of the body; a connecting member including a through hole therein; a fixing member including a base and an anchoring structure fixed to the base; and a nut adapted to Engage with the bolt; wherein, the step of fixing the first wall panel to the upper first beam structure through the plurality of second locking units includes: pre-embedding the anchor structure of the fastener in the upper first beam structure. A bottom surface of a beam structure; connect the bottom surface of the base of the fixing member to the upper edge of the connecting member; embed the at least one fixing rod of the base in the first wall panel in advance, and make it The bolt of the base extends out of the first wall panel; move the first wall panel so that the bolt of the base passes through the through hole of the connector; and connect the nut to the bolt to fix the Base to this connector. According to the method described in claim 1, before hoisting the first wall panel, the method further includes: embedding a rubber strip with a hollow structure on at least one side edge of the first wall panel, wherein the When a wall panel is joined to one of the first beam structure, the lower first beam structure, and the upper first beam structure, the hollow structure of the rubber strip is deformed by the extrusion generated during the joining process. The method as described in claim 9, further comprising: before hoisting the first wall panel, setting a foam stick on the first wall panel and the first pillar, the lower first beam structure, or the There is a gap between the first beam structures of the upper layer, in which the foam rod is arranged closer to the interior of the building structure than the rubber strip.

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