TWI570308B - Steel structutre for reinforced concrete wall panel and method thereof - Google Patents

Description

Reinforced concrete wall plate steel structure and its construction method

The following description relates to a steel structure and its construction method, in particular to the steel structure of the reinforced concrete wall plate, the extended steel structure, the corner steel structure and the spacer steel structure.

Consumers have a need for earthquake-resistant safety for home construction. However, the seismic strength of home construction is mainly determined by the reinforced concrete wall plate and the steel structure of the column beam, but the steel structure will be covered by concrete, so it is very difficult to test its seismic strength, and consumers often have no way to see it on construction sites. The construction process of the steel structure of the building can only choose to trust the construction quality of the construction workers. It can be seen that, traditionally, it is difficult for consumers to ensure the safety and seismic quality of the buildings they live in.

In view of the current uneven quality of the steelwork class and the long-term age, it is impossible to meet the demand for higher steel structure quality in today's high-rise buildings if the construction quality of the traditional construction method is too high. Therefore, if the reinforcement of the steel structure can be considered in advance in the structural design of the steel bar and the steel bar processing stage, the lining positioning and simplification of the steel structure can make the reinforced steel work class quickly and accurately complete the design requirements of the steel structure designer.

Therefore, what is needed now is a steel structure and related construction method, which can make the safety and seismic quality of the building structure continue from design to construction site, and let the design end of the steel structure from the processing end of the steel material to the construction of the steel structure together with the planning stage. Considering in advance, it will ensure the site Every detail and detail of the on-site construction makes the consumer feel more assured about the quality of the building.

The embodiment of the present invention is directed to the steel structure of the reinforced concrete wall plate and the extended steel structure for the column beam, so that the seismic strength of the structure using the steel structure is better, the quality is more assured, and the construction is more rapid.

Embodiments of the present invention provide a reinforced concrete wall slab reinforcement structure comprising at least one reinforcing bar that is bent to form a substantially closed region.

Wherein, the substantially closed area is formed by a plurality of bent steel portions, and the plurality of steel portions are used for binding other steel bars in different directions from the steel structure.

Wherein, when the number of substantially closed regions is plural, a plurality of substantially closed regions are formed at approximately equidistant intervals.

Wherein, when the number of at least one steel bar is a plurality of bars, the plurality of steel bars are staggered up and down to form a steel bar structure.

Wherein, the reinforcing steel structure is a substantially linear shape, a substantially "ㄇ" shape, a substantially right-angled shape, a substantially "T" shape or a curved shape.

Another embodiment of the present invention provides a spacer reinforcing structure for tying between two parallel reinforcing bars, the spaced reinforcing bar structure being characterized by a plurality of reinforcing bars surrounding a substantially closed region.

Another embodiment of the present invention provides an extended rebar structure for a column beam, characterized by comprising a reinforcing bar having at least two long side reinforcing bars and a short side reinforcing bar portion, wherein at least two are long One end of the side reinforcement portion is connected to the short side reinforcement portion, and the other end of the at least two long side reinforcement portions is tied to the column beam, and at least two long side reinforcement portions are attached Used to tie other transverse reinforcement.

Wherein, the reinforcing bar is bent to form a substantially closed area.

Wherein, the extended steel structure of the present invention further comprises at least one spaced reinforcing steel structure, and the spaced reinforcing steel structure is tied with the two long side steel portions.

Wherein, when the number of substantially closed regions is plural, a plurality of substantially closed regions are formed at approximately equidistant intervals.

According to still another embodiment of the present invention, there is provided a reinforced concrete wall plate corner type reinforcing bar structure, comprising a first "U" type steel bar and a second "U" type steel bar, each of the first "U" type steel bars and The second "U" type reinforcement consists of two long-side reinforcements and a short-side reinforcement. The short-side reinforcement of the first "U"-shaped reinforcement is tied to the long-side reinforcement of the second "U"-shaped reinforcement. The short side reinforcement of the second "U" type steel bar is tied to the long side reinforcement of the first "U" type steel bar.

The corner-type reinforcing bar structure of the present invention further comprises a third "U"-shaped reinforcing bar, and the long-side reinforcing bar portion of the third "U"-shaped reinforcing bar is bound to the long-side reinforcing bar portion of the second "U"-shaped reinforcing bar.

Wherein, the first "U" type steel bar or the second "U" type steel bar further comprises a bent portion to form a substantially closed area.

According to still another embodiment of the present invention, there is provided a steel bar structural method for reinforcing a reinforced concrete wall plate, comprising the steps of: vertically setting a plurality of reserved reinforcing bars on a concrete floor surface; and setting a plurality of reinforcing steel structures on a plurality of reserved reinforcing bars Each of the reinforcing steel structures includes at least one reinforcing bar that is bent around to form a substantially closed region; a plurality of longitudinal reinforcing bars are respectively placed in the plurality of reinforcing steel structures; and are located at both ends of the plurality of reinforcing steel structures A plurality of longitudinal reinforcing bars are fixed with a plurality of reserved reinforcing bars; the plurality of reinforcing steel structures are fixedly tied to the same A plurality of longitudinal reinforcing bars at both ends, wherein the plurality of reinforcing bars are separated by a predetermined distance; and the other longitudinal reinforcing bars are fixedly bundled with the plurality of reinforcing bars.

The invention has the following advantages: better earthquake resistance, more assured quality, faster construction, and safe construction.

11, 13, 131, 132, 14, 141, 142, 143‧‧ ‧ steel bars

12‧‧‧ transverse reinforcement

121‧‧‧Main circuit

122‧‧‧ secondary circuit

15, 151, 152, 153, 16, 51, 64, 71, 711 ‧ ‧ steel bars

20, 21, 22, 23, 24, 25, 26, 27, 28, 29 ‧ ‧ generally closed area

52‧‧‧Generally closed area

53‧‧‧Parallel bars

61, 62, 63‧‧‧ "U" type steel bars

70‧‧‧ column beam

72‧‧‧ Short side reinforcement

73‧‧‧Long side steel section

80‧‧‧Concrete floor layout

81‧‧‧Reserved steel bars

82‧‧‧Reinforced structure

83‧‧‧ longitudinal reinforcement

84‧‧‧Binding and fixing

90‧‧‧ longitudinal reinforcement

R1‧‧‧ marked area

The above and other features and advantages of the present invention will become more apparent from the detailed description of the exemplary embodiments of the accompanying drawings in which: FIG. 1A is a schematic view of a reinforcing bar structure according to a first embodiment of the present invention. 1B is a perspective perspective view of a reinforcing bar structure according to a first embodiment of the present invention; FIG. 1C is an assembled perspective perspective view of a reinforcing bar structure according to a first embodiment of the present invention; FIG. 2A is a perspective view of the present invention 2A is a perspective view of a reinforcing bar structure according to a second embodiment of the present invention; and FIG. 2C is an assembled perspective perspective view of a reinforcing bar structure according to a second embodiment of the present invention; 3A is a schematic view of a reinforcing bar structure according to a third embodiment of the present invention; FIG. 3B is a perspective perspective view of a reinforcing bar structure according to a third embodiment of the present invention; and FIG. 3C is a third embodiment according to the present invention; An assembled perspective perspective view of a reinforcing steel structure; FIG. 4A is a schematic view of a reinforcing bar structure according to a fourth embodiment of the present invention; and FIG. 4B is a perspective perspective view of a reinforcing steel structure according to a fourth embodiment of the present invention; Figure 4C is an assembled perspective perspective view of a reinforcing bar structure according to a fourth embodiment of the present invention; Figure 5A is a schematic view of a reinforcing bar structure according to a fifth embodiment of the present invention; and Figure 5B is a view according to the present invention. 3D perspective view of a reinforcing bar structure of a fifth embodiment; FIG. 5C is an assembled perspective perspective view of a reinforcing bar structure according to a fifth embodiment of the present invention; 6A is a schematic view of a reinforcing bar structure according to a sixth embodiment of the present invention; FIG. 6B is a perspective perspective view of a reinforcing bar structure according to a sixth embodiment of the present invention; FIG. 6C is a sixth embodiment according to the present invention 3A is a schematic perspective view of a reinforcing bar structure according to a seventh embodiment of the present invention; and FIG. 7B is a perspective perspective view of a reinforcing bar structure according to a seventh embodiment of the present invention; It is an assembled perspective perspective view of a reinforcing bar structure according to a seventh embodiment of the present invention; and Figs. 8A to 8F are schematic flow charts of a reinforcing bar structural method of a reinforced concrete wall plate according to the present invention.

As used herein, the term "and/or" includes any and all combinations of one or more of the associated listed items. When the phrase "at least one of" is preceded by a list of elements, the entire list of elements is modified instead of the individual elements in the list.

Embodiments of the present invention are characterized in that the reinforced concrete wall plate has a thin thickness and a high aspect ratio, and at the same time has a large area. The improved steel structure is used to strengthen the horizontal interval of the reinforced concrete wall plate, the two ends, the middle position or The corner position is used to effectively improve the seismic safety of reinforced concrete wall panels and even the overall structure.

Fig. 1A is a schematic view showing a reinforcing bar structure of a reinforced concrete wall plate according to a first embodiment of the present invention. 1B is a perspective perspective view of a reinforcing bar structure according to a first embodiment of the present invention, and FIG. 1C is an assembled perspective perspective view of a reinforcing bar structure according to a first embodiment of the present invention.

Referring to part (i) of Figure 1A and part (i) of Figure 1B, the steel knot of the present invention The structure is characterized by comprising at least one reinforcing bar 11 bent to form a substantially closed region 20. By bending the steel bar 11 to form an integrally formed steel structure, it can be used to strengthen the earthquake resistance of the reinforced concrete wall plate. Please note that for convenience of explanation and better understanding, the two ends of the reinforcing bar 11 shown in part (i) of Fig. 1A are separated and open, but in practice, the two ends of the reinforcing bar 11 are in principle In order to closely overlap, as shown in the region R1 of FIG. 1B, the concrete surrounding force at the end of the opening is increased, the seismic resistance of the structure is enhanced, and the separation of the steel bars is prevented from causing a decrease in the earthquake resistance. Further, in the region R1, both end portions of the reinforcing bar 11 are closely overlapped vertically, but they are not unrestricted, and both end portions of the reinforcing bar 11 may be closely overlapped in the horizontal direction or in other directions as needed. The above drawing method is applicable to all of the following embodiments.

Because in a building structure, the reinforced concrete wall plate is usually a relatively thin structure or a structure with a large length and a wide width, it is more necessary to improve the strength of the reinforced concrete wall plate, which can effectively improve the construction quality and seismic safety of the overall building. . Therefore, the reinforcing bar structure of the first embodiment may be between 15 cm and 50 cm, or the aspect ratio thereof may be greater than 2.5 to 1. Under the condition, the reinforcing bar structure of the present invention can effectively raise the reinforced concrete wall. The strength of the edition and the quality of the construction.

Please refer to part (ii) of FIG. 1A and part (ii) of FIG. 1B, which is a variation of the first embodiment of the present invention, and the transverse reinforcing bars 12 are bent on both sides of the overall reinforcing bar structure. Two substantially closed regions 21 and 22 are formed respectively, wherein the closed regions 21, 22 are respectively primary circuits 122. As shown in FIG. 1C, the transverse reinforcing bar 12 is used for tying a plurality of longitudinal reinforcing reinforcing bars 90, wherein the plurality of longitudinal reinforcing reinforcing bars 90 are used to form a wall surface, and the plurality of longitudinal reinforcing reinforcing bars 90 have only two rows. Form, that is, one of the sections has only two longitudinal reinforcing bars 90, and the other section which is approximately perpendicular to one of the sections has a plurality of longitudinal reinforcing bars 90; A main circuit 121 is formed around the periphery of the longitudinal reinforcing reinforcing bar 90 forming the two rows in a manner of overlapping and overlapping the reinforcing bars 12, and at least a secondary circuit 122 is formed in the main circuit 121, wherein each of the secondary circuits 122 is Four adjacent longitudinal reinforcing bars 90 forming a minimum square shape in the two rows of longitudinal reinforcing bars 90, and the at least secondary circuit 122 is located inside the main circuit 121, and the at least secondary circuit 122 has two sides The main circuits 121 overlap; and the at least secondary circuits 122 do not overlap, that is, the axial direction of the longitudinal reinforcing bars 90 do not overlap in the direction of the secondary circuit 122. Preferably, each of the secondary loops 122 forms a linear arrangement. The substantially closed regions 21 and 22 are formed by a plurality of bent reinforcing bars, and a plurality of reinforcing bars can be used to tie other reinforcing bars in different directions from the reinforcing bar structure, such as the longitudinal reinforcing bars shown in FIG. 1C. 90, so substantially the closed areas 21 and 22 can not only increase the strength of the reinforcing steel portion through the integrally formed phase, but also determine the position where the longitudinal reinforcing steel 90 is tied. Therefore, by using the steel structure of the present invention, the construction workers have a consistent position of the longitudinal reinforcement reinforcing bars 90, and it is not necessary to make their own decisions, so that the safety and seismic quality can be extended from the design to the construction site, and every detail of the site construction. And the details can ensure that the safety quality of the building can also be improved.

Please refer to part (iii) of Figure 1A and part (iii) of Figure 1B, which is a variation of the first embodiment of the present invention. After the steel bar 13 is bent, it is formed around the middle position of the overall steel structure. a substantially closed region 23 formed by a plurality of bent reinforcing bars, and the reinforcing bar portion controls the distance between the lateral reinforcing bars of the wall thickness to maintain the parallel distance of the transverse reinforcing bars, so as to conform to the structural design. Requirements for construction drawings and improvement of construction quality. Further, substantially the closed area 23 may be plural as needed, as shown in part (v) of Fig. 1A, maintaining the horizontal distance of the lateral reinforcing bars, respectively. Moreover, the plurality of substantially closed regions are preferably formed at approximately equidistant intervals.

Please refer to part (iv) of Figure 1A and part (iv) of Figure 1B for In a variation of the first embodiment of the invention, the reinforcing bars 131 are combined with the bending features of the reinforcing bars 12 and the reinforcing bars 13, respectively forming a substantially closed region 21, 22, 23 at both ends and intermediate positions of the overall reinforcing bar structure.

Continuing to refer to part (v) of FIG. 1A, which is a variation of the first embodiment of the present invention, the reinforcing bars 132 are bent to form substantially closed regions 21, 22 at both ends of the overall reinforcing bar structure, respectively. And a plurality of closed regions 23 are formed around the intermediate position. Wherein, the plurality of substantially closed regions are preferably formed at approximately equidistant intervals.

2A is a schematic view of a reinforcing bar structure according to a second embodiment of the present invention, FIG. 2B is a perspective perspective view of a reinforcing bar structure according to a second embodiment of the present invention, and FIG. 2C is a second embodiment according to the present invention A perspective perspective view of the combination of the steel structure.

The second embodiment is a substantially right-angled steel structure 14, as shown in part (i) of FIG. 2A and part (i) of FIG. 2B, the steel structure 14 is bent to form a right angle shape, and has Around the formation of a substantially closed region 24, which can be used to tie the longitudinal bars 90, respectively. As shown in part (ii) of Fig. 2A and part (ii) of Fig. 2B, the reinforcing bar structure 141 is bent to form a right angle shape, and has two substantially closed regions 24 and 25 formed around it, which are respectively available. The longitudinal reinforcement 90 is tied, as shown in Figure 2C.

In addition, the right-angled reinforced steel structure can be realized by two steel bars in addition to one steel bar bending, and the variation of the second embodiment is shown in part (iii) of Fig. 2A. Part (iii) of Fig. 2A includes two reinforcing bars 142 and 143 surrounding the substantially closed region, and then staggered up and down to form a transverse reinforcing bar structure.

3A is a schematic view of a reinforcing bar structure according to a third embodiment of the present invention, FIG. 3B is a perspective perspective view of a reinforcing bar structure according to a third embodiment of the present invention, and FIG. 3C is a third embodiment according to the present invention A perspective perspective view of the combination of the steel structure.

The third embodiment is a substantially "T" type steel structure 15, as shown in part (i) of Fig. 3A and (i) of Fig. 3B, the steel structure 15 is bent to form a "T". The shape is shaped and has a surrounding substantially formed closed area 26 that can be used to tie the longitudinal reinforcing bars, respectively. The part (ii) of FIG. 3A and the part (ii) of FIG. 3B are variants of the third embodiment, and the reinforcing bar structure 151 is bent to form a "T" shape, and has two surrounding formations. Closed regions 26 and 27, which can be used to tie longitudinal bars 90, respectively, as shown in Figure 3C.

In addition, the "T" type reinforcing bar structure can be realized by two steel bars in addition to one steel bar bending, and the variation of the third embodiment is shown in part (iii) of Fig. 3A. Part (iii) of Fig. 3A includes two reinforcing bars 152 and 153 surrounding the substantially closed region, and then staggered up and down to form a right angled reinforcing bar structure.

4A is a schematic view of a reinforcing bar structure according to a fourth embodiment of the present invention, FIG. 4B is a perspective perspective view of a reinforcing bar structure according to a fourth embodiment of the present invention, and FIG. 4C is a fourth embodiment according to the present invention. A perspective perspective view of the combination of the steel structure.

The fourth embodiment is a substantially "ㄇ" type steel structure 16. As shown in part (i) of Fig. 4A and part (i) of Fig. 4B, the reinforcing bar structure 16 is bent to form a "ㄇ" shape, and has two substantially closed regions 28 formed around it. 29, which can be used to tie the longitudinal reinforcing steel 90, as shown in Figure 4C.

In the fourth embodiment, in addition to forming a substantially closed region at the corner, a substantially closed region, such as the substantially closed region 26 of Figure 3A, may be formed around other regions of the reinforcing structure.

In summary, the transverse reinforcement 12 of the reinforced concrete wall panel of the present invention has a substantially linear shape, a substantially "ㄇ" shape, a substantially right-angled shape, and a substantially "T" shape. Shapes, a curved shape, or other similar wall-type shapes, but not limited by these embodiments, are all within the scope of the invention for a reinforced concrete wall slab that conforms to the one-piece forming concept of the present invention. In addition, the angle of the corner shape of the reinforcing steel structure is also not limited.

5A is a schematic view of a reinforcing bar structure according to a fifth embodiment of the present invention, FIG. 5B is a perspective perspective view of a reinforcing bar structure according to a fifth embodiment of the present invention, and FIG. 5C is a fifth embodiment according to the present invention. A perspective perspective view of the assembly of the steel structure.

The reinforcing bar structure of the fifth embodiment is for a spacer type reinforcing bar structure characterized by comprising a reinforcing bar 51 surrounding a substantially closed region 52, as shown in Figs. 5A and 5B. The spacer reinforcing structure can be tied between two parallel reinforcing bars 53, particularly long length reinforcing bars, to maintain the distance between two parallel reinforcing bars, as shown in Fig. 5C. In addition, the spacer type reinforcing bar structure is not limited to use for two independent parallel reinforcing bars, and the spacer reinforcing bar structure can also be used between any two parallel reinforcing bars of the reinforcing bar structure of the above embodiment to strengthen the maintenance of two The distance from the reinforcement.

The reinforcing bar structure of the above embodiment is illustrated by a reinforcing bar, however, the reinforcing bar structure of the present invention further comprises a reinforcing bar structure formed by binding a plurality of reinforcing bars.

Fig. 6A is a schematic view showing a reinforcing bar structure according to a sixth embodiment of the present invention. Fig. 6B is a perspective perspective view of the reinforcing bar structure according to the sixth embodiment of the present invention. Fig. 6C is an assembled perspective perspective view of the reinforcing bar structure according to the sixth embodiment of the present invention.

The sixth embodiment is a corner-type reinforcing bar structure of a reinforced concrete wall plate, and the reinforcing bar structure shown in part (i) of FIG. 6A and part (i) of FIG. 6B includes a first "U"-shaped reinforcing bar 61 and a The second "U" type steel bar 62, each of the first "U" type steel bars and the second "U" type steel bar system comprises two long side steel bars and a short side steel bar portion, wherein the first "U" type steel bar is Short side steel The ribs are tied to the long side reinforcement of the second "U" type steel, and the short side reinforcement of the second "U" type reinforcement is tied to the long side reinforcement of the first "U" type reinforcement. Thereby, a corner-type reinforcing bar structure is formed.

Please refer to part (ii) of Figure 6A and part (ii) of Figure 6B. This reinforcement structure comprises the reinforcement 11 shown in Figure 1A and the reinforcement 64 which is bent around to form two substantially closed areas. 11 is affixed to the reinforcing bars 64 to form a corner-type reinforcing bar structure, and the substantially closed region can be used to tie the longitudinal reinforcing reinforcing bars 90, as shown in Fig. 6C.

7A is a schematic view of a reinforcing bar structure according to a seventh embodiment of the present invention, FIG. 7B is a perspective perspective view of a reinforcing bar structure according to a seventh embodiment of the present invention, and FIG. 7C is a seventh embodiment according to the present invention. A perspective perspective view of the assembly of the steel structure.

The seventh embodiment of the present invention is a reinforcing bar structure suitable for a column or a beam body. For convenience of explanation, the following description will be made with a "column beam". In part (i) of Fig. 7A and part (i) of Fig. 7B, this embodiment is an extended rebar structure for a column beam 70, characterized in that it comprises at least two bent portions. a long side reinforcing bar portion 73 and a reinforcing bar 71 of a short side reinforcing bar portion 72, wherein one end of at least two long side reinforcing bars 73 is connected to the short side reinforcing bar portion 72, and the other end of at least two long side reinforcing bar portions 73 The system is tied to the column beam 70, and at least two long side steel bars are used for tying other transverse steel bars, thereby improving the seismic strength and construction quality of the wall with a long distance.

Please refer to part (ii) of FIG. 7A and part (ii) of FIG. 7B, which illustrate a variation of the seventh embodiment. The reinforcing bar 711 can be bent to form at least one substantially in the middle portion. Enclose the area to form an extended steel structure. This generally closed area can be used to tie the longitudinal reinforcing bars 90 as shown in Figure 7C.

Please refer to FIG. 8A to FIG. 8F, which illustrate a reinforced concrete wall according to the present invention. Schematic diagram of the process of the steel structure method. The steel structure method of the present invention comprises the following steps. First, in Figure 8A, according to the engineering design drawing, the desired construction position is correctly staked on the concrete floor slab 80. On the concrete floor slab 80, a plurality of reserved steel bars 81 are vertically disposed, and the plurality of reserved steel bars 81 are used for forming. In a wall surface, the plurality of reserved steel bars 81 are only in the form of two rows, that is, only one of the two reserved steel bars 81 in one of the sections, and the other section slightly perpendicular to the one of the sections has a plurality of reserved steel bars. 81. Next, in FIG. 8B, a plurality of reinforcing steel structures 82 of the present invention are sleeved in the reserved reinforcing bars 81, wherein each of the reinforcing steel structures 82 includes transverse reinforcing bars for binding the reserved reinforcing bars 81, which are connected end to end and An overlapping manner forms a main loop around the periphery of the two rows of reserved reinforcing bars 81, and at least a secondary loop is formed in the main loop, wherein each of the secondary loops forms a minimum around the two rows of reserved reinforcing bars 81. a square of four adjacent reserved reinforcing bars 81, and the at least secondary circuit is located inside the main circuit, and the at least two secondary circuits have two sides overlapping the main circuit, and the at least two secondary circuits do not overlap. That is, the axial direction of the reserved reinforcing bars 81 does not overlap in the direction of the secondary circuit. In Fig. 8C, a plurality of longitudinal reinforcing bars 83 are placed in the reinforcing bar structure 82, and the plurality of longitudinal reinforcing bars 83 are used to form a wall surface, and the plurality of longitudinal reinforcing bars 83 are only in the form of two rows, that is, one of them. The section has only two longitudinal bars 83, and another section approximately perpendicular to one of the sections has a plurality of longitudinal bars 83. Next, in Fig. 8D, the longitudinal reinforcing bars 83 located at both ends of the reinforcing bar structure 82 are first tied and fixed with the reserved reinforcing bars 81, so that the longitudinal reinforcing bars 83 can stand upright. In the figure, the portion 84 marked with "X" is a fixed position where the longitudinal reinforcing bar 83 and the reserved reinforcing bar 81 are tied, and the two reinforcing bars fixed by the binding are indicated by a thicker straight line.

In Fig. 8E, in accordance with the position of the reinforcing steel structure of the engineering design drawing, each reinforcing bar structure 82 is fixedly bound from the top to the bottom to the longitudinal reinforcing bars 83 at the two end portions, that is, the reinforcing bar structure at the upper position is first tied. After 82, the steel structure 82 in the lower position is tied. In Figure 8F In the middle, according to the longitudinal rebar position of the engineering design drawing, the other longitudinal rebars 82 are fixedly bound in sequence, and the steel structure of the whole concrete wall plate has been completed.

The present invention has been particularly shown and described with reference to the exemplary embodiments thereof, and it is understood by those of ordinary skill in the art Various changes in form and detail can be made in the context of the category.

11, 13, 131, 132‧‧ ‧ steel bars

12‧‧‧ transverse reinforcement

121‧‧‧Main circuit

122‧‧‧ secondary circuit

20, 21, 22, 23‧‧‧ roughly closed areas

Claims (6)

A steel bar structure of a reinforced concrete wall plate, comprising: a plurality of longitudinal reinforcing steel bars are used for forming a wall surface, and the plurality of longitudinal reinforcing steel bars are only in the form of two rows, that is, only one longitudinal reinforcement bar of one of the cross sections Another cross section approximately perpendicular to the one of the sections has a plurality of longitudinal reinforcing reinforcing bars; and transverse reinforcing bars for tying the upright reinforcing bars, which surround the outer periphery of the longitudinally reinforcing reinforcing bars forming the two rows in an end-to-end manner and overlapping Forming a main loop, and forming at least a secondary loop in the main loop, wherein each of the loops surrounds four adjacent longitudinal reinforcing bars of the two rows of longitudinal reinforcing bars forming a minimum square shape, and the at least secondary circuit The system is located inside the main circuit, and the at least two circuits have two sides overlapping the main circuit; and the at least two circuits do not overlap, that is, the axial direction of the longitudinal reinforcing steel bar is inconsistent with the direction of the secondary circuit. overlapping. For example, the steel structure of the reinforced concrete wall plate according to the first aspect of the patent application, wherein each of the secondary circuits is linearly arranged. For example, in the reinforcing steel structure of the reinforced concrete wall plate according to the first aspect of the patent application, wherein the plurality of transverse reinforcing bars are plural, the plurality of transverse reinforcing bars are vertically interlocked to form a transverse reinforcing bar structure. The reinforcing bar structure of the reinforced concrete wall plate according to claim 1, wherein the transverse reinforcing bar has a straight line shape, a "ㄇ" shape, a straight-angle shape, a "T" shape or a curved shape. A steel structure method for a reinforced concrete wall plate, comprising: vertically setting a plurality of reserved steel bars on a concrete floor surface, the plurality of reserved steel bars For forming a wall surface, the plurality of reserved reinforcing bars have only two rows, that is, only one of two reserved steel bars is included in one of the sections, and another section which is approximately perpendicular to one of the sections has a plurality of reserved portions Reinforcing steel; arranging a plurality of reinforcing steel structures in the plurality of reserved reinforcing bars, wherein each of the reinforcing steel structures comprises a transverse reinforcing bar for binding the reserved reinforcing bars, and forming two after the first and last ends are connected and overlapped A peripheral circuit is formed on the periphery of the reserved steel bar, and at least a secondary circuit is formed in the main circuit, wherein each of the secondary circuits surrounds four adjacent reserved steel bars which form a minimum square among the two rows of reserved steel bars. And the at least secondary circuit is located inside the main circuit, and the at least two circuits have two sides overlapping the main circuit; and the at least two circuits do not overlap, that is, the axial direction of the reserved steel bar is to the secondary circuit The directions are not overlapped; a plurality of longitudinal reinforcing bars are respectively placed in each of the reinforcing steel structures, and the plurality of longitudinal reinforcing bars are used to form a wall surface, and the plurality of longitudinal reinforcing bars are only in the form of two rows, that is, One of the sections is only The two longitudinal reinforcing bars, the other cross section which is approximately perpendicular to the one of the cross sections, has a plurality of longitudinal reinforcing bars; the plurality of longitudinal reinforcing bars located at the two ends of the plurality of reinforcing steel structures are bound and fixed with the plurality of reserved reinforcing bars; The plurality of reinforcing bars are fixedly bound to the plurality of longitudinal reinforcing bars at both ends, wherein the plurality of reinforcing bars are separated by a predetermined distance; and the other longitudinal reinforcing bars are fixedly tied to the plurality of reinforcing bars . For example, the steel structure method of the reinforced concrete wall plate described in claim 5, wherein each of the secondary circuits is linearly arranged.