TWI677417B - Positioning mold for manufacturing pre-casting beam-column structure and method of manufacturing pre-casting beam-column structure using the same - Google Patents

Abstract

The invention provides a positioning mold for manufacturing a beam-column structure and a method for manufacturing a beam-column structure by using the positioning mold. The positioning mold includes a receiving mechanism and a plurality of positioning devices. The accommodating mechanism includes a bottom plate and two side walls erected and fixed to both sides of the bottom plate to jointly form a first accommodating space. The first accommodating space is suitable for accommodating a post structure, wherein each of the two side walls has a plurality of openings for respectively accommodating a part of the plurality of first beam structures in the structure therein. The plurality of positioning devices are arranged to correspond to the plurality of openings, respectively, and the plurality of positioning devices are configured to respectively position the plurality of first beam structures.

Description

Positioning mold for manufacturing concrete beam and column structure and method for manufacturing concrete beam and column structure using the positioning mold

The invention relates to a positioning mold and a method for using the positioning mold, in particular to a positioning mold for manufacturing a beam-column structure and a method for manufacturing a beam-column structure using the positioning mold.

The rapid construction of high-precision large-scale buildings at a reasonable cost has long been a goal pursued by the construction industry. Among the many construction methods, the masonry method has been successfully applied to various construction projects because of its advantages such as excellent structural quality, rapid and safe construction, and economical and reasonable construction costs. The concrete construction method is built around the concrete factory or the construction site. With standardized operating procedures and modular molds, the reinforced structure is made and the concrete is poured, and rapid mass-production of precise structural members such as columns, beams, plates, etc. . In addition, through the precise transportation management and assembly operations at the construction site, the completed structural components are assembled at the construction site. In this way, the workload in the workshop can be minimized, manpower and construction time are reduced, and the construction period is effectively shortened. In addition, this construction method can also reduce or avoid the construction of scaffolding on the outer wall, which greatly improves the construction safety.

The conventional masonry method system constructs the structure in a layer-by-layer manner, so the construction speed is still limited. If the masonry structure can be carried out in multiple layers, the man-hour can be greatly reduced. Such a multi-layer concrete structure must include a plurality of concrete beams and columns that are connected to each other. However, when connecting such concrete beams and columns, it is easy to produce manufacturing tolerances and the corresponding concrete beams are not easy to effectively align. Connection, and easy to produce uneven height and skewed columns. For this reason, how to overcome the above problems while manufacturing a multi-layered concrete structure is what the industry is looking forward to.

The reason is that in order to achieve the above-mentioned object, an embodiment of the present invention provides a positioning mold for manufacturing a beam-column structure. The positioning mold includes a receiving mechanism and a plurality of positioning devices. The accommodating mechanism includes a bottom plate and two side walls erected and fixed to both sides of the bottom plate to jointly form a first accommodating space. The first accommodating space is suitable for accommodating a post structure, wherein each of the two side walls has a plurality of openings for respectively accommodating a part of the plurality of first beam structures in the structure therein. The plurality of positioning devices are arranged to correspond to the plurality of openings, respectively, and the plurality of positioning devices are configured to respectively position the plurality of first beam structures.

In an embodiment of the present invention, the plurality of first beam structures include a plurality of first steel beams, and each of the plurality of positioning devices includes a positioning base and a plurality of connecting members. The positioning base has a positioning area, wherein the plurality of connecting members It is suitable for detachably fixing the plurality of first steel beams to the corresponding equal positioning areas. The positioning mold further includes two first sealing plates and a plurality of second sealing plates, and the first sealing plates are respectively detachably fixed to two opposite ends of the two side walls. The plurality of second sealing plates are respectively disposed in the plurality of openings and the plurality of first steel beams to close the plurality of openings.

Another embodiment of the present invention provides a method for manufacturing a beam-column structure, which includes providing a positioning mold as described above; arranging and fixing one end of a plurality of first steel beams in a plurality of openings respectively; and passing each plurality through a plurality Positioning of the connecting parts to the positioning base Area; providing a pillar structure; fixing two first sealing plates at opposite ends of two side walls; fixing a plurality of second sealing plates in a plurality of openings and a plurality of first steel beams to close the plurality of openings; and Concrete is poured into the first accommodation space to form a concrete beam-column structure together with the column structure and the ends of the plurality of first steel beams.

In an embodiment of the present invention, each of the plurality of first beam structures includes a plurality of first beam tendons, each of the plurality of positioning devices includes a positioning frame, a plurality of positioning ribs, and a plurality of positioning sleeves, and each of the plurality of positionings One end of the rib is fixed on the positioning frame and the other end faces the accommodating mechanism. The plurality of positioning sleeves are suitable for detachably connecting the plurality of first beam ribs and the corresponding plurality of positioning ribs, respectively. In an embodiment of the present invention, the positioning mold further includes a plurality of positioning tables, which are disposed on the two side walls to form a plurality of third accommodation spaces respectively for receiving a plurality of second beam structures, and each of the plurality of second beams The structure includes a plurality of second beam tendons, which extend outward from the third accommodation space. The plurality of second beam tendons are substantially orthogonal to the plurality of first beam tendons, and the free ends of the plurality of second beam tendons are positioned on the positioning platform. In an embodiment of the present invention, each of the plurality of positioning tables has a positioning plate cantilever fixed at one end thereof, the positioning plate includes a plurality of slotted holes therein, and the free ends of the plurality of second beam tendons are respectively passed through The plurality of slots. In an embodiment of the invention, each of the plurality of positioning tables includes two second extension walls and two connection walls. Both ends of the two connecting walls are respectively connected to the sides of the two second extending walls, whereby the two second extending walls and the connecting wall define a third accommodation space, and the first accommodation space is in communication with the third accommodation space. The board cantilever is fixed on one of the two second extension walls.

Another embodiment of the present invention provides a method for manufacturing a beam-column structure, which includes providing a positioning mold as described above; providing the beam-column structure in the accommodation space; stacking a plurality of first beams and a plurality of second beams Connected to the column structure; two ends of each of the plurality of positioning sleeves of each of the plurality of positioning devices are respectively provided with a plurality of first beam tendons of one of the plurality of first beam structures and fixed to A plurality of corresponding positioning ribs of the positioning frame; and a plurality of first beam ribs and a plurality of positioning ribs respectively abutting the plurality of fasteners on one of the plurality of first beam structures so that each of the plurality of first beam structures is positioned at a predetermined position .

1‧‧‧accommodation agency

5‧‧‧ Positioning device

6‧‧‧ post structure

6'‧‧‧ post structure

7‧‧‧ first beam structure

7'‧‧‧ first beam structure

8‧‧‧ concrete

9‧‧‧ 預鑄 beam and column structure

9'‧‧‧ 預鑄 Beam and Column Structure

10‧‧‧ floor

12‧‧‧ side wall

13‧‧‧ side wall

14‧‧‧ opening

14'‧‧‧ opening

16‧‧‧ the first accommodation space

18‧‧‧Second accommodation space

20‧‧‧First cover

22‧‧‧Second Cover

24‧‧‧ Third Seal

26‧‧‧ Fourth Seal

28‧‧‧The first extension wall

30‧‧‧Positioning station

32‧‧‧Second Extension Wall

34‧‧‧ Connecting Wall

36‧‧‧Third accommodation space

38‧‧‧ Positioning plate

40‧‧‧Slot

50‧‧‧Positioning base

52‧‧‧Connector

54‧‧‧ Positioning frame

56‧‧‧ positioning ribs

58‧‧‧ positioning sleeve

59‧‧‧series

60‧‧‧hoop components

62‧‧‧ Main tendon components

70‧‧‧ the first steel beam

71‧‧‧perforation

72‧‧‧Second Steel Beam

74‧‧‧First beam

76‧‧‧Second beam structure

78‧‧‧ second beam

100‧‧‧Positioning mold

100'‧‧‧Positioning mold

502‧‧‧ countertop

504‧‧‧ support feet

506‧‧‧ Positioning area

508‧‧‧hole

600‧‧‧Main spiral stirrup

602‧‧‧ Spiral stirrup

620‧‧‧ main tendon

622‧‧‧Inner main tendon

624‧‧‧ Middle Main Tendon

626‧‧‧ main rib

FIG. 1 is a schematic perspective view of a positioning mold according to an embodiment of the present invention; FIG. 2A is one of the schematic diagrams of manufacturing a beam-column structure using the positioning mold of FIG. 1; FIG. 2B is a beam-column structure of FIG. 2A Fig. 3 is a schematic view of the use of the positioning mold of Fig. 1 to fabricate a spar beam and column structure; Fig. 4 is a front view of a main reinforcement component and a stirrup component applied to the column in the positioning mold of Fig. 1 Schematic diagram; Fig. 5 is the third schematic diagram of manufacturing the beam-column structure using the positioning mold of Fig. 1; Fig. 6 is the fourth schematic diagram of the fabrication of the beam-column structure using the positioning mold of Fig. 1; 1 is a perspective view of a spar beam and column structure manufactured by the positioning mold of Fig. 1; Fig. 8 is a perspective view of a spar beam and column structure according to another embodiment of the present invention; One of the schematic diagrams; FIG. 10 is a schematic front view of the main reinforcement component and the stirrup component applied to the column in the positioning mold of FIG. 8; Two; Figure 11B is a figure 11A Sectional schematic diagram of the positioning device of the positioning mold; FIG. 11C is a schematic cross-sectional view of the positioning device of the positioning mold according to another embodiment of the present invention; and FIG. 12 is a schematic view of the use of the positioning mold of FIG. III; FIG. 13 is the fourth schematic diagram of manufacturing a beam-column structure using the positioning mold of FIG. 8; and FIG. 14 is a schematic perspective view of a spar beam and column structure manufactured by using the positioning mold of FIG. 8.

In order to better understand the characteristics, content and advantages of this creation and the effect that it can achieve, we will combine this creation with the accompanying drawings and explain it in the form of examples in detail below. The main purpose of the drawings used is only For the purpose of illustrating and assisting the description, the scale and configuration of the attached drawings should not be interpreted, and the scope of patent application for this creation should not be limited.

Please refer to FIG. 1, which is a schematic perspective view of a positioning mold 100 according to an embodiment of the present invention, which is used to manufacture a beam-column structure 9 shown in FIG. 7. As shown in FIG. 7, in this embodiment, the concrete beam structure 9 may include a concrete beam structure 6 and a plurality of first beam structures 7. The pillar structure 6 is a reinforced concrete structure, the first beam structure 7 is a steel frame structure, and the pillar structure 6 and the first beam structure 7 may be orthogonally connected to each other. In addition, the single beam-column structure 6 can be used as the pillar and partial beam structure of a multi-story building, such as a three-story beam and column with a height of 14 to 15 meters. During construction, a plurality of concrete beam and column structures 9 are erected on a plane at the same time, and then adjacent beam structures are connected to form multiple floor structures at the same time, which can accelerate the construction speed on the construction site and greatly improve efficiency. . In addition, one group of concrete beam-column structures 9 can be fixed to another group of concrete beam-column structures 9 to form a structure with more floors.

It should be noted that the length of the concrete beam and column structure 9 in this embodiment is about 14 to 15 meters, that is, the height of three floors. However, the present invention is not limited to the length of this concrete beam-column structure 9. The length or length of 15 meters proposed in this embodiment is relatively short, for example, a two-story embodiment of about 10 meters, which is in compliance with the laws and regulations of general trucks when transporting the girders and beams. However, in other embodiments, the spar beam structure 9 can be constructed near the construction site, in which case its length can be adjusted according to the actual situation, for example, it can be 18 meters, 20 meters or more long.

Please continue to refer to FIG. 1. First, a positioning mold 100 is provided. The positioning mold 100 includes a receiving mechanism 1 and a plurality of positioning devices 5. The accommodating mechanism 1 includes a bottom plate 10 and two side walls 12 and 13. The side walls 12 and 13 are respectively erected and fixed to both sides of the bottom plate 10. In this way, the bottom plate 10 and the side walls 12 and 13 together form a first accommodating space 16 suitable for accommodating a pillar structure 6 as shown in FIG. 7. Each of the two side walls 12 and 13 has a plurality of openings 14 for receiving a part of the plurality of first beam structures 7 as shown in FIG. 7 in the structure therein. In this embodiment, the number of the plurality of openings 14 of each of the two side walls 12 and 13 is three, and the three openings 14 of the one side wall 12 and the three openings 14 of the other side wall 13 are approximately the same. Aligned. However, the number of the openings 14 of the side walls 12 and 13 in this embodiment is not intended to limit the present invention, and the number can be adjusted according to actual needs.

In addition, in this embodiment, the plurality of positioning devices 5 are disposed outside the accommodation mechanism 1 and respectively correspond to the plurality of openings 14. In this embodiment, the positioning devices 5 are spaced apart from the side walls 12 and 13 and are disposed on a plane, and each positioning device 5 includes a positioning base 50 and a plurality of connecting members 52. The positioning base 50 includes a table surface 502 and two support legs 504. The support legs 504 are used to carry the table surface 502. The positioning base 50 further has a positioning area 506 defined on the table surface 502. In this embodiment, the positioning area 506 on the table 502 may have a plurality of holes 508.

Please refer to FIG. 2A and FIG. 2B, where FIG. 2A is one of the schematic diagrams of manufacturing the beam-column structure 9 using the positioning mold 100 of FIG. 1, and FIG. 2B is a partially enlarged schematic diagram of the positioning mold 100 of FIG. 2A. In this embodiment, the method of manufacturing the beam-column structure 9 using a positioning mold further includes setting and fixing one end of the plurality of first steel beams 70 of the first beam structure 7 in the plurality of openings 14 respectively, and then connecting them through the plurality respectively. The pieces 52 are respectively positioned on the positioning areas 506 of the positioning base 50 to fix the ends of the first steel beam 70 on the positioning areas 506. Specifically, plural The position device 5 is configured to respectively position the plurality of first steel beams 70 of the plurality of first beam structures 7. The plurality of first steel beams 70 of the first beam structure 7 extend outward from the first accommodation space 16 of the accommodation mechanism 1 through the opening 14. As shown in FIG. 2B, in this embodiment, the number of the connecting members is 10, the plurality of connecting members 52 may be screws, and the first steel beam 70 has a perforation 71. The connecting member 52 is adapted to detachably fix the plurality of first steel beams 70 in the two rows of holes 508 of the corresponding positioning area 506 as shown in FIG. 1. Since the position of the positioning base 50 is fixed, when the plurality of beam-column structures 9 shown in FIG. 7 are sequentially manufactured, each first steel beam 70 can be fixed at a corresponding position. Therefore, when the concrete beam-column structure 9 is to be connected, the first steel beams 70 can be accurately connected to each other.

In addition, as shown in FIG. 2A, the first beam structure 7 of this embodiment includes a first steel beam 70 extending in two directions to the opening 14 and a second steel beam 72 orthogonal to the first steel beam 70 so that the first The beam structure forms a T-shaped structure. The second steel beam 72 also extends outward from the first accommodation space 16. However, the structure of the first beam structure 7 in this case can be adjusted according to the design of the actual building. For example, in another embodiment, the first beam structure 7 may include only a first steel beam 70 and a second steel beam 72 that extend outward only to an opening 14 to form an L-shaped structure together. Or, in another embodiment, the first beam structure 7 may include only two first steel beams 70 passing through corresponding openings, respectively, to form an in-line structure. In this embodiment, the first steel beam 70 and the second steel beam 72 of the first beam structure 7 are H-shaped steel beams, and the perforations 71 on the first steel beam 70 of the first beam structure 7 are formed in H -Shaped steel beam on the web. In other embodiments, the first steel beam 70 and the second steel beam 72 of the first beam structure 7 may be other types of steel beams.

In addition, in this embodiment, as shown in FIG. 2A and FIG. 2B, a stirrup assembly 60 may be wound first at the junction of the first steel beam 70 and the second steel beam 72 of the first beam structure 7. In detail, the stirrup assembly 60 includes a main spiral stirrup 600 and a plurality of secondary spiral stirrups 602. The plurality of secondary spiral stirrups 602 are disposed substantially outside the main spiral stirrup 600, and the plurality of secondary spiral stirrups 602 have a portion. It penetrates into the main spiral stirrup 600. In this way, the main spiral stirrup 600 is disposed on the first beam structure 7, and the four pairs of spiral stirrups 602 span the opposite four sides of the junction of the first steel beam 70 and the second steel beam 72 of the first beam structure 7, respectively. .

Please refer to FIG. 3, which is the second schematic diagram of manufacturing the beam-column structure 9 using the positioning mold of FIG. 1. In this embodiment, the method of manufacturing the beam-column structure 9 by using a positioning mold further includes providing the beam-column structure 6 and placing it in the first accommodation space 16. In addition, the first steel beam 70 and the second steel beam 72 are orthogonal to the column structure 6 respectively.

Please refer to FIG. 3 and FIG. 4, which is a schematic front view of the stirrup assembly 60 and the main reinforcement assembly 62 of the pillar structure 6 according to an embodiment of the present invention. In this embodiment, the post structure 6 includes a stirrup component 60, and the stirrup component 60 may be a spiral stirrup component. In detail, the main spiral stirrup 600 and the plurality of secondary spiral stirrups 602 of the other stirrup components 60 are also placed in the first accommodation space 16 to fill the stirrup components 60 in the first beam structure. 7 外 的 第一 容 空间 16。 7 outside the first accommodation space 16.

Please refer to FIG. 4 and FIG. 5, where FIG. 5 is the third schematic diagram of manufacturing a beam-column structure using the positioning mold of FIG. 1. Then, the method of manufacturing the beam-column structure 9 by using a positioning mold further includes providing a main reinforcement component 62 of the beam-column structure 6. In detail, in this embodiment, the pillar structure 6 further includes a main rib component 62, and the stirrup component 60 is fixed to the main rib component 62. The main tendon assembly 62 includes a plurality of main tendons 620, and each of the two main tendons 620 passes through each of the auxiliary spiral stirrups 602. On the other hand, in this embodiment, two first sealing plates 20 are fixed to two opposite ends of the two side walls 12, 13 and a plurality of second sealing plates 22 are fixed in the plurality of openings 14 and a plurality of first steels. The beam 70 is closed with a plurality of openings 14. In this way, the first sealing plate 20 and the second sealing plate 22 can seal around the first accommodating space 16. In other words, the two first sealing plates 20 are detachably fixed to the opposite ends of the two side walls 12, 13 respectively, and the plurality of second sealing plates 22 are respectively disposed in the plurality of openings 14 and the plurality of The first steel beam 70 is closed with a plurality of openings 14. At this time, the main rib 620 of the main rib assembly 62 extending from the stirrup assembly 60 may also be threaded through the perforation of the first sealing plate 20. In this way, the accuracy of the positioning position of the positioning main rib assembly 62 can be improved. In addition, the steps of setting the pillar structure 6 and providing the first cover plate 20 and the second cover plate 22 are not limited to the present invention. In other embodiments, these three steps can be performed simultaneously or the order can be adjusted according to the actual situation.

Please refer to FIG. 6, which is the fourth schematic diagram of manufacturing the beam-column structure 9 using the positioning mold 100 of FIG. 1. Next, the concrete 8 is poured into the first accommodation space 16 in the accommodation mechanism 1 to form a pillar structure 6. In detail, since the first sealing plate 20 and the second sealing plate 22 have been closed around the first accommodating space 16 as shown in the previous figure, when the concrete 8 is poured into the first accommodating space 16 from above. The concrete 8 will not spill out of the first accommodation space 16. In this embodiment, since the second sealing plate 22 is provided and the first accommodation space 16 contains a part of the pillar structure 6 and the first beam structure 7, the concrete 8 will not be poured to the freedom of the first beam structure 7. And the edge of the main rib 620 is exposed outside the concrete 8.

Then, let it stand for a while to allow the concrete 8 to set. Among them, the standing time of the concrete 8 is adjusted according to the actual situation. After the concrete 8 is solidified, the first sealing plate 20, the second sealing plate 22, and the connecting member 52 can be disassembled, and then the concrete beam and column structure 9 can be taken out or the accommodation mechanism 1 can be disassembled. In this way, the fabrication of the beam-column structure 9 of this embodiment is completed, as shown in FIG. 7.

The above-mentioned concrete beam-column structure 9 is made of a reinforced concrete column structure 6 and a steel-framed first beam structure 7. However, the present invention can also manufacture a concrete beam-column structure 9 with different compositions. For example, the beam-column structure 9 can be made of reinforced concrete.

Please refer to FIG. 8, which is a schematic perspective view of a positioning mold 100 ′ according to another embodiment of the present invention. An embodiment of the present invention provides a positioning mold 100 'for manufacturing The beam-column structure 9 'shown in FIG. 14. FIG. 14 is a schematic perspective view of a spar beam structure 9 ′ manufactured by using the positioning mold of FIG. 8. The concrete beam structure 9 'may include a concrete structure 6' and a plurality of first beam structures 7 '. In this embodiment, the concrete beam-column structure 9 ′ further includes a plurality of second beam structures 76. The first beam structure 7 'and the second beam structure 76 are connected to each other and to the stern pillar structure 6'.

The following describes a method for manufacturing the beam-column structure 9 'by using the positioning mold 100'. Please continue to refer to FIG. 8. First, a positioning mold 100 ′ is provided, which includes a receiving mechanism 1 and a plurality of positioning devices 5. The accommodating mechanism 1 includes a bottom plate 10 and two side walls 12 and 13. The side walls 12 and 13 are erected and fixed to both sides of the bottom plate 10. In this way, the bottom plate 10 and the side walls 12 and 13 together form a first accommodating space 16. In this embodiment, the two side walls 12, 13 each have a plurality of openings 14 ', the number of the plurality of openings of each of the two side walls is three, and the three openings 14' of one side wall 12 are respectively different from the other The three openings 14 'of the side wall 13 are substantially aligned, respectively. In this embodiment, the accommodating mechanism 1 further includes a plurality of pairs of first extension walls 28, which are respectively disposed on both sides of each of the plurality of openings 14 ′ and extend toward the corresponding plurality of positioning devices 5 so that each of the plurality of A second accommodation space 18 is formed on the first extension wall 28 and the bottom plate 1 and communicates with the first accommodation space 16.

In the present embodiment, the plurality of positioning devices 5 are disposed outside the openings 14 opposite thereto and spaced a distance apart. Each of the positioning devices 5 includes a positioning frame 54 and a plurality of positioning ribs 56 (as shown in FIGS. 11A and 11B, where FIG. 11A is a second schematic diagram of a spar beam column structure using the positioning mold of FIG. 8 and FIG. 11B is a schematic sectional view of the positioning device of the positioning mold in FIG. 11A) and a plurality of positioning sleeves 58. One end of each of the plurality of positioning ribs 56 is fixed on the positioning frame 54, and the other end of the positioning ribs 56 extends toward the opening 14 ′ of the accommodation mechanism 1. In one embodiment, the positioning ribs 56 are fixed on the positioning frame 54 by welding. On the other hand, the plurality of positioning sleeves 58 are adapted to be respectively disposed on the plurality of positioning ribs 56 in a movable manner.

Please refer to FIG. 9, which is one of the schematic diagrams of manufacturing the beam-column structure 9 ′ using the positioning mold 100 ′ of FIG. 8. Next, the method of manufacturing the beam-column structure 9 'using the positioning mold 100' further includes providing the beam-column structure 6 'in the first accommodation space 16 and placing a plurality of first beams of the plurality of first beam structures 7'. The rib 74 overlaps the post structure 6 '. In this embodiment, the post structure 6 ′ may be overlapped with the first beam rib 74 and then placed in the first accommodation space 16; or the post structure 6 ′ may be placed in the first accommodation space 16 first. After the middle, it is overlapped with the first beam tendon 74. In this embodiment, a plurality of second beam tendons 78 may be overlapped to the post structure 6 ′. The first beam tendon 74, the second beam tendon 78, and the stern post structure 6 'extend orthogonally to each other, and can be overlapped with each other before being placed in the first accommodation space 16. On the other hand, the openings 14 of the side walls 12 and 13 use the positioning mold 100 ′ of FIG. 8 to manufacture the beam-column structure 9 ′. The first step is to respectively accommodate a part of the plurality of first beam structures 7 in the structure.

Please continue to refer to FIG. 9. In this embodiment, the method of manufacturing the beam-column structure 9 ′ using the positioning mold 100 ′ further includes fixing two third sealing plates 24 to two opposite ends of the two side walls 12 and 13 and A plurality of fourth sealing plates 26 are fixed between the plurality of pairs of first extension walls 28 to close the plurality of openings 14 ′ between the first extension walls 28. That is, the positioning mold 100 ′ further includes two third sealing plates 24 and a plurality of fourth sealing plates 26. The third sealing plate 24 is detachably fixed to two opposite ends of the two side walls 12 and 13, respectively, and the plurality of fourth sealing plates 26 are detachably fixed between the plurality of pairs of first extension walls 28, respectively.

In this embodiment, the post structure may include a main tendon assembly 62 and a stirrup assembly 60 similar to the first embodiment. And in this embodiment, an end edge of the main rib 620 of the post structure 6 ′ passes through the third sealing plate 24, and an end edge of the first beam rib 74 passes through the fourth sealing plate 26. However, the structures of the main rib assembly 62 and the stirrup assembly 60 are not limited to the present invention.

Please refer to FIG. 10, which is a pillar structure 6 ′ according to a third embodiment of the present invention. A schematic front view of the main tendon assembly 62 and the stirrup assembly 60. In other embodiments, the post structure 6 'includes a main reinforcement component 62 and a stirrup component 60. The main reinforcement component 62 includes an inner main reinforcement 622, a middle main reinforcement 624, and an outer main reinforcement 626. The stirrup component 60 includes a main spiral. The stirrup 600 and a plurality of auxiliary spiral stirrups 602. The main spiral stirrup 600 surrounds and connects the outer side of the inner main stirrup 622, and the middle main stirrup 624 is inserted between the main spiral stirrup 600 and the auxiliary spiral stirrup 602. The outer main rib 626 is placed outside the main spiral stirrup 600 and inside the auxiliary spiral stirrup 602.

In this embodiment, the method of manufacturing the beam-column structure 9 ′ using the positioning mold 100 ′ further includes setting two ends of the plurality of positioning sleeves 58 of each of the plurality of positioning devices 5 to the plurality of first beam structures 7 ′ respectively. One of the plurality of first beam ribs 74 and the corresponding plurality of positioning ribs 56 fixed to the positioning frame 54. First, the first beam bar 74 is inserted into one end of the positioning sleeve 58. Please refer to FIG. 11A and FIG. 11B. Next, the plurality of system members 59 abut against the plurality of first beam ribs 74 and the plurality of positioning ribs 56 of one of the plurality of first beam structures 7 ', so that each of the plurality of first beam structures 7' is positioned at a predetermined position . In detail, each of the positioning devices 5 further includes a plurality of ties 59 which are adapted to detachably connect the positioning sleeves 58 and to urge the plurality of first beam ribs 74 and the plurality of positioning ribs 56 respectively to Each of the plurality of first beams 74 is positioned at a predetermined position. In the present embodiment, the second series member 59 is, for example, threaded through the positioning sleeve 58 and pressed against the corresponding first beam rib 74 and the positioning rib 56 respectively. In this way, the first beam rib 74 can be aligned with the positioning rib 56.

In addition, please refer to FIG. 11C, which is a schematic sectional view of a positioning device of a positioning mold according to another embodiment of the present invention. In other embodiments, each of the plurality of positioning devices 5 has four series 59, two series 59 are passed through the positioning sleeve 58 and pressed against the first beam 74, and the other two series 59 are passed through the positioning sleeve. 58 and pressing on the corresponding positioning ribs 56. In this way, increasing the number of the binding members 59 of the positioning device 5 can improve the positioning accuracy of the first beam 74.

Please return to FIG. 11A. In this embodiment, a positioning mold 100 'is used to manufacture a pre- The method of casting the beam-column structure 9 'further includes setting and fixing a plurality of positioning tables 30 on the two side walls 12, 13 to form a plurality of third accommodation spaces 36 for receiving each of the plurality of second beam structures 76 separately. . The positioning mold 100 ′ further includes a plurality of positioning tables 30 disposed on the two side walls 12 and 13 to form a plurality of third accommodation spaces 36 respectively. The third accommodating spaces 36 are used to respectively accommodate the plurality of second beam structures 76. In this embodiment, further, each of the plurality of positioning tables 30 spans the side walls 12 and 13 and is located on the first accommodation space 16. In addition, each of the plurality of positioning tables 30 includes two second extension walls 32 and two connection walls 34. Two ends of the connecting wall 34 are respectively connected to the sides of the two second extension walls 32. Accordingly, the two second extension walls 32 and the connecting wall 34 define a third accommodating space 36 having a rectangular parallelepiped shape therein, and the first accommodating space 16 communicates with the third accommodating space 36. In this embodiment, each of the plurality of second beam structures 76 includes a plurality of second beam tendons 78, which sequentially extend outward from the first accommodation space 16 and the third accommodation space 36. In addition, the second beam tendon 78 is substantially orthogonal to the first beam tendon 74.

Please refer to FIG. 12, which is a third schematic diagram of manufacturing a beam-column structure 9 ′ using the positioning mold 100 ′ of FIG. 8. In this embodiment, the method for manufacturing the beam-column structure 9 ′ using the positioning mold 100 ′ further includes positioning the free ends of the plurality of second beam tendons 78 on the positioning table 30. In more detail, the free ends of the second beam tendons 78 are respectively positioned on positioning plates 38 cantilevered and fixed on one of the two second extension walls 32. In this embodiment, the free ends of the plurality of second beam tendons 78 are respectively positioned on the positioning plates 38 of the cantilever fixed to one of the two second extension walls 32, and the free ends of the plurality of second beam tendons 78 are passed through. The plurality of slots 40 are formed in the positioning plate 38. In other words, each of the plurality of positioning tables 30 of the positioning mold 100 ′ has a positioning plate 38, and the cantilever is fixed to one end of the positioning table 30. In this embodiment, the positioning plates 38 are respectively cantilevered and fixed on one of the two second extension walls 32, and the positioning plates 38 include a plurality of slotted holes 40 therein, so that the free ends of the plurality of second beam tendons 78 are respectively Perforated in the plurality of slot holes 40. Therefore, the positioning plate 38 of this embodiment may be provided with Effectively locate the second beam tendon 78 and improve the accuracy of the second beam structure 76 setting position of the second beam tendon 78.

Please refer to FIG. 12 and FIG. 13, where FIG. 13 is the fourth schematic diagram of manufacturing the beam-column structure 9 ′ using the positioning mold 100 ′ of FIG. 8. The method for manufacturing the beam-column structure 9 ′ using the positioning mold 100 ′ further includes pouring concrete 8 into the first accommodation space 16, the second accommodation space 18 and the third accommodation space 36. Then, let it stand for a while, and wait for the concrete 8 in the first accommodation space 16, the second accommodation space 18 and the third accommodation space 36 to solidify. The rest time is adjusted according to the actual situation.

Please refer to FIG. 14, which is a perspective view of a spar beam structure 9 ′ manufactured by using the positioning mold of FIG. 8. After the concrete 8 is solidified, the positioning mold 100 ′ and the plurality of positioning devices 5 are disassembled. In this way, the fabrication of the beam-and-column structure 9 'of this embodiment is completed. In addition, in this embodiment, the end edges of the first beam reinforcement 74 ', the second beam reinforcement 78, and the inner main reinforcement 620 are all exposed on the concrete 8 to connect other concrete beam-column structures.

An embodiment of the present invention provides a positioning mold for manufacturing a beam-column structure, which includes a receiving mechanism and a plurality of positioning devices. The accommodating mechanism includes a bottom plate and two side walls erected and fixed to both sides of the bottom plate to jointly form a first accommodating space. The first accommodating space is suitable for accommodating a pillar structure. Each has a plurality of openings for receiving a part of the plurality of first beam structures in the structure respectively. The plurality of positioning devices are arranged to correspond to the plurality of openings, respectively, and the plurality of positioning devices are configured to respectively position the plurality of first beam structures.

To sum up, according to the positioning mold for manufacturing the beam-column structure disclosed in the present invention and the method for manufacturing the beam-column structure using the positioning mold, since the positioning device is configured to position the plurality of first beam structures, respectively, The first beam structure can be correctly aligned. In this way, when assembling a plurality of concrete beam and column structures, the plurality of first beam structures can be accurately aligned so that the levels of each floor are not skewed, thereby improving the construction quality of the building.

The terms "a" or "an" in this article are used to describe the elements and components of this creation. This term is only for the convenience of narrative and the basic ideas given to this creation. This description should be understood to include one or at least one, and unless explicitly stated otherwise, the singular also includes the plural. When used with the term "comprising" in the scope of a patent application, the term "a" may mean one or more than one. In addition, the term "or" in this text means "and / or".

Unless otherwise specified, such as "above", "below", "up", "left", "right", "down", "body", "pedestal", "vertical", "horizontal", "side" , "Higher", "lower", "upper", "upper", "lower" and other spatial descriptions indicate the directions shown in the figure. It should be understood that the spatial description used herein is for illustration purposes only, and the actual implementation of the structure described herein can be spatially configured in any relative direction, and this limitation does not change the advantages of the embodiments of the present invention. For example, in the description of some embodiments, providing one element "on" another element may cover the situation where the former element is directly on the latter element (e.g., in physical contact with the latter element) and a Or a condition where a plurality of intervening elements are located between a previous element and a subsequent element.

As used herein, the terms "substantially", "substantially", "substantially" and "about" are used to describe and consider minor variations. When used in conjunction with an event or situation, these terms may mean a situation in which the event or situation occurs explicitly and a situation in which the event or situation closely resembles.

The above-mentioned embodiments are only for explaining the technical ideas and characteristics of this creation. The purpose is to enable those who are familiar with this technique to understand the content of this creation and implement it accordingly. When the scope of the patent of this creation cannot be limited, Equal changes or modifications made in accordance with the spirit revealed in this work shall still be covered by the patent of this work.

Claims (17)

A positioning mold for manufacturing a beam-column structure includes a receiving mechanism including a bottom plate and two side walls erected and fixed to both sides of the bottom plate to jointly form a first receiving space. The first accommodating space is suitable for accommodating a post structure, wherein each of the two side walls has a plurality of openings for respectively accommodating a part of the plurality of first beam structures in the structure, and the plurality of first beams Each of the structures includes a plurality of first beam tendons; and a plurality of positioning devices are provided to respectively correspond to the plurality of openings, each of the plurality of positioning devices includes a positioning frame, a plurality of positioning ribs, and a plurality of positioning sleeves, each One end of the plurality of positioning ribs is fixed on the positioning frame and the other end thereof faces the receiving mechanism. The plurality of positioning sleeves are adapted to be detachably connected to the plurality of first beam ribs and the corresponding plurality of positioning ribs, respectively. The plurality of positioning devices are configured to respectively position the plurality of first beam structures. If the positioning mold of claim 1, wherein the plurality of first beam structures includes a plurality of first steel beams, each of the plurality of positioning devices includes a positioning base and a plurality of connectors, the positioning base having a positioning area, wherein The plurality of connecting members are adapted to fix the plurality of first steel beams to the corresponding positioning areas in a detachable manner. For example, the positioning mold of claim 2 further includes: two first sealing plates, which are detachably fixed to two opposite ends of the two side walls; and a plurality of second sealing plates, which are respectively disposed in the plurality of openings and the A plurality of first steel beams are provided to close the plurality of openings. If the positioning mold of item 1 is requested, wherein each of the positioning devices further includes a plurality of fasteners, the plurality of fasteners are suitable for detachably connecting the positioning sleeves and pressing the plurality of first beams, respectively. The rib and the plurality of positioning ribs, so that each of the plurality of first beam ribs is positioned at a predetermined position. For example, the positioning mold of claim 1 further includes a plurality of pairs of first extension walls, which are respectively disposed on both sides of each of the plurality of openings and extend toward the corresponding plurality of positioning devices so that each of the plurality of pairs of first The extension wall and the bottom plate form a second accommodating space in communication with the first accommodating space. For example, the positioning mold of claim 5 further includes: two third sealing plates, which are detachably fixed to two opposite ends of the two side walls; and a plurality of fourth sealing plates, which are detachably fixed to the plurality, respectively. Between the first extension walls to close the plurality of openings. For example, the positioning mold of claim 3 further includes a plurality of positioning tables, which are arranged on the two side walls to form a plurality of third accommodation spaces respectively for receiving a plurality of second beam structures, each of the plurality of second beam structures. A plurality of second beam tendons are included and extend outward from the third accommodation space. The plurality of second beam tendons are substantially orthogonal to the plurality of first beam tendons, and the free ends of the plurality of second beam tendons are positioned at the On the positioning table. For example, the positioning mold of claim 7, wherein each of the plurality of positioning tables has a positioning plate cantilever fixed at one end thereof, the positioning plate includes a plurality of slotted holes therein, and the free ends of the plurality of second beams are respectively passed through The plurality of slots. If the positioning mold of claim 8, each of the plurality of positioning tables includes: two second extension walls; and two connecting walls, two ends of which are respectively connected to the sides of the two second extension walls; thereby the two second extensions The wall and the connecting wall define the third accommodating space, and the first accommodating space is in communication with the third accommodating space, wherein the positioning plate is cantilevered on one of the two second extension walls. For example, the positioning mold of claim 1, wherein the number of the plurality of openings of each of the two side walls is three, and the three openings of one side wall are respectively substantially aligned with the three openings of the other side wall. The positioning mold of claim 1, wherein the pillar structure includes a main reinforcement component and a stirrup component fixed to the main reinforcement component, wherein the stirrup component is a spiral stirrup component, and wherein the stirrup component includes a main reinforcement component. Spiral stirrups and a plurality of secondary spiral stirrups, the plurality of secondary spiral stirrups are disposed substantially outside the main spiral stirrup, and the plurality of secondary spiral stirrups partially penetrate into the main spiral stirrup, wherein the main tendon assembly includes : An inner main tendon that surrounds and connects the outer side of the inner main tendon; a middle main tendon that passes between the main spiral stirrup and the auxiliary spiral stirrup; and an outer main tendon that passes through The main spiral stirrup is outside and inside the secondary spiral stirrup. A method for manufacturing a beam-column structure, comprising: providing a positioning mold as claimed in item 3; separately setting and fixing one end of the plurality of first steel beams in the plurality of openings; and placing each of the plurality of first The ends of the steel beam are respectively positioned on the positioning area of the positioning base via the plurality of connecting members; the post structure is placed in the first accommodation space and combined with the first steel beam; Two first sealing plates are fixed at two opposite ends of the two side walls; the plurality of second sealing plates are fixed in the plurality of openings and the plurality of first steel beams to close the plurality of openings; and concrete is poured in the first A accommodating space is formed in a accommodating space together with the column structure and the end of the plurality of first steel beams. The method of claim 12, further comprising: combining the plurality of second steel beams with the column structure; and arranging the combined plurality of second steel beams and the column structure in the accommodation space. A method for manufacturing a beam-column structure, comprising: providing a positioning mold as claimed in item 9; providing the beam-column structure in the accommodation space; the plurality of first beams and the plurality of second beams Ribs are overlapped to the column structure; the two ends of each of the plurality of positioning sleeves of each of the plurality of positioning devices are respectively sleeved with the plurality of first beams of the plurality of first beam structures and fixed to the The plurality of positioning beams correspond to the plurality of positioning ribs; and the plurality of fasteners are respectively pressed against the plurality of first beam ribs and the plurality of positioning ribs of one of the plurality of first beam structures so that each of the plurality of first beam structures Positioned at a predetermined position. The method of claim 14, further comprising: setting and fixing the plurality of positioning tables on the two side walls to form a plurality of third accommodating spaces respectively for receiving the plurality of each of the plurality of second beam structures separately. A second beam tendon; and the free ends of the plurality of second beam tendons are respectively positioned on the plurality of positioning plates that cantilever is fixed on one of the two second extension walls. The method of claim 15, wherein the free ends of the plurality of second beams are respectively positioned on the plurality of positioning plates on which the cantilever is fixed to one of the two second extension walls. The free end passes through the plurality of slot holes of the plurality of positioning plates. The method of claim 16, further comprising: fixing two third sealing plates at opposite ends of the two side walls; fixing a plurality of fourth sealing plates between the plurality of pairs of first extension walls to close the plurality of openings ; Pouring concrete in the first accommodating space, the second accommodating space, and the third accommodating space; and disassembling the plurality of positioning devices.