TWI830521B - Buildings using Xixuan SRC and their construction methods - Google Patents

Abstract

A building using Xixuan SRC includes a plurality of Xixuan steel-frame reinforced concrete columns, a Xixuan beam structure, and a floor structure. The Xuan steel-framed reinforced concrete columns are arranged at intervals from each other. The Xuan beam structure is fixedly connected between the Xuan steel reinforced concrete columns. The floor structure is formed from the beam structure. This can significantly reduce the manpower and construction hours required for on-site construction, thereby saving construction costs. The present invention also provides a construction method for buildings using Lixuan SRC, which can achieve the effects of good construction convenience, fast construction speed and high efficiency.

Description

Buildings using Xixuan SRC and their construction methods

The present invention relates to a building and its construction method, and in particular to a building and its construction method using the SRC through the combination of the SRC columns and beams with the SRC steel frame.

Steel-reinforced concrete (SRC) structures are often used to construct buildings. At present, the common construction method of steel-framed reinforced concrete structures is to first build steel frames at the construction site, then assemble the steel bars through on-site casting, and then cover the steel frames and steel bars with concrete. However, the aforementioned on-site construction method requires a lot of manpower and construction hours, resulting in high construction costs. In addition, since the columns and beams of the building or between the columns need to be connected together through beam-column joints at the construction site, the beam-column joints are the most difficult part to construct, making the connection parts of the columns and the beams The connecting parts need to be assembled and connected on site, which increases the difficulty of on-site construction, resulting in long construction hours and poor efficiency.

Therefore, one of the objects of the present invention is to provide a building using Lixuan SRC that can overcome at least one disadvantage of the prior art.

Therefore, the building using Xixuan SRC in the present invention includes a plurality of Xixuan steel-frame reinforced concrete columns, a Xixuan beam structure, and a floor structure.

The Xuan steel-framed reinforced concrete columns are arranged at intervals from each other. The Xuan beam structure is fixedly connected between the Xuan steel reinforced concrete columns. The floor structure is formed from the beam structure.

In some embodiments, each of the Lixuan steel frame reinforced concrete columns includes a lower exposed section of the steel frame, an upper exposed section of the steel frame opposite to the lower exposed section of the steel frame, and at least two sections between the steel frame. There are exposed sections on the side of the steel frame between the lower exposed section and the upper exposed section of the steel frame and facing different directions respectively. The Jiaxuan beam structure includes a plurality of Jiaxuan steel frame reinforced concrete beams, each of the Jiaxuan steel frame reinforced concrete beams. There are two exposed steel frame end sections located at opposite ends, and each steel frame end exposed section is fixedly connected to the corresponding steel frame side exposed section.

In some implementations, the number of the Yi-Xuan steel-frame reinforced concrete columns and the number of the Yi-Xuan steel-frame reinforced concrete beams is each four, and the Yi-Xuan steel frame reinforced concrete columns are arranged in a square shape.

In some embodiments, each of the Yichuang steel frame reinforced concrete beams also has an exposed section of the side plate between the exposed steel frame end sections, and the Yichuan beam structure also includes a first Yichuan reinforced concrete beam. , the first Xixuan reinforced concrete beam has two exposed end plate sections at opposite ends, and each of the exposed end plate sections is fixedly connected to the corresponding exposed side plate section of the Xixuan steel frame reinforced concrete beam.

In some embodiments, the first Xuan reinforced concrete beam also has two side plate exposed sections located on opposite sides and between the end plate exposed sections, and the Xuan beam structure also includes two second pre-fabricated concrete beams. Cast reinforced concrete beams, each of the second Xiaoxuan reinforced concrete beams has two exposed end plate sections, which are respectively fixedly connected to the corresponding exposed side plate section of the Xiaoxuan steel frame reinforced concrete beam and the first Xiaoxuan steel bar. The corresponding exposed section of the side plate of the concrete beam.

In some embodiments, each exposed section of the steel frame end and the connected corresponding exposed section of the steel frame side are covered by a first concrete covering body, and each exposed section of the end plate is connected to the corresponding exposed section of the steel frame side. The exposed sections of the side panels should be covered by a second concrete cladding.

In some implementations, the number of these Yi-Xuan steel-frame reinforced concrete columns is multiple and divided into four corner Yi-Xuan steel-frame reinforced concrete columns, and two intermediate Yi-Xuan steel-frame reinforced concrete columns. The corners The Xiaoxuan steel frame reinforced concrete columns are arranged in a long shape. Each of the intermediary Xiaoxuan steel frame reinforced concrete columns is located between the two corresponding corner Xiaoxuan steel frame reinforced concrete columns, and has three steel frames facing different directions. In the exposed section on the bone side, the Xiaoxuan steel frame reinforced concrete beams are divided into a plurality of outer Xiaoxuan steel frame reinforced concrete beams and an intermediate Xiaoxuan steel frame reinforced concrete beam. Each of the outer Xiaoxuan steel frame reinforced concrete beams is connected to each other. Between the two corresponding corner steel frame reinforced concrete columns, or between the corresponding corner steel frame reinforced concrete column and the corresponding intermediary steel frame reinforced concrete column, the intermediate column Steel reinforced concrete beam connection Between these intermediary steel frame reinforced concrete columns.

In some embodiments, each of the outer steel frame reinforced concrete beams also has an exposed section of the side plate between the exposed sections of the steel frame ends. The frame beam structure also includes two frames located in the intermediate prefabricated section. The first reinforced concrete beam on the opposite side of the cast steel reinforced concrete beam, each of the first reinforced concrete beams has two exposed end plate sections at opposite ends, and each of the exposed end plate sections is fixedly connected to the corresponding The exposed section of the side plate of the outer steel frame reinforced concrete beam.

In some embodiments, each of the first Xiaoxuan reinforced concrete beams also has two side plate exposed sections located on opposite sides and between the end plate exposed sections, and the intermediate Lixuan steel frame reinforced concrete beams also have Having two exposed sections of side plates located on opposite sides and between the exposed sections of the steel frame ends, the 鐐鄄 beam structure also includes four second 鐐鄄 reinforced concrete beams, each of the second 鐐鄄 reinforced concrete beams There are two exposed end plate sections, which are respectively fixedly connected to the corresponding exposed section of the side plate of the Lixuan steel frame reinforced concrete beam and the corresponding exposed section of the side plate of the corresponding first Lixuan reinforced concrete beam.

In some embodiments, each exposed section of the steel frame end and the connected corresponding exposed section on the side of the steel frame are covered by a first concrete covering body, and each exposed section of the end plate is connected to the corresponding exposed section on the side of the steel frame. The exposed sections of the side panels should be covered by a second concrete cladding.

In some embodiments, the floor structure includes a plurality of slabs placed on the slab structure, and a roof covering the tops of the slabs and the bridge beam structure. The top floor of the structure.

In some implementations, it includes a lower floor and an upper floor stacked on the lower floor. The lower floor and the upper floor each have the Xuan steel reinforced concrete columns, the Xuan beam structure and the floor slab. Structure, the lower exposed section of the steel frame of each of the Xixuan steel frame reinforced concrete columns on the upper floor is fixedly connected to the upper exposed section of the steel frame of the corresponding Xixuan steel frame reinforced concrete column on the lower floor.

In some embodiments, the lower exposed section of the steel frame of each Lixuan steel frame reinforced concrete column and the connected upper exposed section of the steel frame of the corresponding Lixuan steel frame reinforced concrete column are covered with concrete. covered by the body.

In some embodiments, a plurality of column piers are also included, and each column pier includes an upper exposed section of the steel frame fixedly connected to the lower exposed section of the steel frame of the corresponding Lixuan steel frame reinforced concrete column.

In some embodiments, the upper exposed section of the steel frame of each column pier and the connected lower exposed section of the corresponding steel frame reinforced concrete column are covered by a concrete covering body.

Another object of the present invention is to provide a construction method for buildings using Lixuan SRC that can overcome at least one shortcoming of the prior art.

Therefore, the construction method of a building using Yichuan SRC in the present invention includes the following steps: providing a plurality of Yichuan steel frame reinforced concrete columns spaced apart from each other; Hoisting a gaixuan beam structure on the gaixuan steel reinforced concrete columns; and forming a floor structure on the gaixuan beam structure.

In some embodiments, each of the Lixuan steel frame reinforced concrete columns includes a lower exposed section of the steel frame, an upper exposed section of the steel frame opposite to the lower exposed section of the steel frame, and two sections between the lower exposed section of the steel frame and There are exposed sections on the side of the steel frame between the exposed section and the exposed section of the steel frame and facing different directions respectively. Hoisting the 鐐鄄 beam structure includes the process of hoisting multiple 鐐鄄 steel frame reinforced concrete beams. Each of the 鐐鐄 steel frame reinforced concrete beams The concrete beam has two exposed steel frame end sections located at opposite ends, and each of the steel frame end exposed sections is fixedly connected to the corresponding steel frame side exposed section.

In some embodiments, each of the Xuan steel reinforced concrete beams also has an exposed section of the side plate between the exposed sections of the steel frame ends. Hoisting the Xuan beam structure also includes hoisting a first Xuan steel bar. In the concrete beam process, the first Xixuan reinforced concrete beam has two exposed end plate sections at opposite ends, and each of the end plate exposed sections is fixedly connected to the corresponding exposed side plate section of the Xixuan steel frame reinforced concrete beam.

In some embodiments, the first Yichuan reinforced concrete beam also has two side plate exposed sections located on opposite sides and between the end plate exposed sections. Hoisting the Yichuan beam structure also includes hoisting two third In the second reinforced concrete beam process, each second reinforced concrete beam has two exposed end plate sections, which are respectively fixedly connected to the exposed side plate section and the first exposed section of the corresponding reinforced concrete beam. The corresponding exposed section of the side plate of the Xixuan reinforced concrete beam.

In some embodiments, the step of forming the floor structure on the deck beam structure includes the following steps: placing a plurality of deck boards of the floor structure on the deck beam structure; and connecting the deck boards with the deck beam structure. The gaixuan beam structure is grouted to form a floor slab, a plurality of first concrete cladding bodies, and a plurality of second concrete cladding bodies. The floor slab covers the tops of the gaixuan panels and the top of the gaixuan beam structure. , each of the first concrete cladding covers the connected exposed section of the steel frame end and the corresponding exposed section of the steel frame side, and each of the second concrete cladding covers the connected exposed section of the end plate The section corresponds to the exposed section of the side panel.

In some embodiments, the Xuan steel reinforced concrete columns, the Xuan beam structure and the floor structure together constitute a lower floor. The construction method also includes the following steps: hoisting an upper floor with the same structure as the lower floor. A plurality of Yichuan steel-framed reinforced concrete columns are fixedly connected to the Yichuan steel-framed reinforced concrete columns on the lower floor, so that the lower exposed section of the steel frame of each Yichuan steel-framed reinforced concrete column on the upper floor is fixedly connected. The upper exposed section of the steel frame of the corresponding Xixuan steel frame reinforced concrete column on the lower floor; hoisting a Xixuan steel frame reinforced concrete column of the upper floor to the Xixuan steel frame reinforced concrete columns on the upper floor; and A floor structure of the upper floor is formed on the beam structure of the upper floor.

In some embodiments, it also includes a step after hoisting the Yi-Xuan steel-frame reinforced concrete columns on the upper floor to form a concrete covering body to cover the connected parts corresponding to the Yi-Xuan steel-frame reinforced concrete columns. The exposed lower section of the steel frame and the exposed upper section of the steel frame corresponding to the Xixuan steel frame reinforced concrete column.

In some embodiments, it also includes a step before providing the Xuan steel frame reinforced concrete columns, providing a base layer, the base layer includes a plurality of column piers, each of the column piers includes an exposed steel frame. section, hoist the Yi-Xuan steel-framed reinforced concrete columns so that the lower exposed section of the steel frame of each of the Yi-Xuan steel-framed reinforced concrete columns is fixedly connected to the exposed upper section of the steel frame of the corresponding column pier.

In some embodiments, it also includes a step after hoisting the Lixuan steel frame reinforced concrete columns to form a concrete covering to cover the connected exposed sections of the steel frame corresponding to the column pier and the corresponding parts of the steel frame. The lower exposed section of the steel frame of the Xixuan steel frame reinforced concrete column.

The present invention at least has the following effects: due to the 鐐鄄 steel reinforced concrete columns, the 鐐鄄 steel reinforced concrete beams of the 鐐鄄 beam structure, the first 鐐鄄 reinforced concrete beams and the second 鐐鄄 reinforced concrete beams Reinforced concrete beams are pre-manufactured at the Lixuan factory and then transported to the construction site for hoisting. Therefore, the manpower and construction hours required for on-site construction can be significantly reduced, thereby saving construction costs. borrow Therefore, the construction method of the building in this embodiment can achieve the effects of good construction convenience, fast construction speed and high efficiency. In addition, through the design of the exposed section of the steel frame side of each Xixuan steel frame reinforced concrete column, there is no need for additional space between each Xixuan steel frame reinforced concrete column and the corresponding Xixuan steel frame reinforced concrete beam. On-site assembly and connection via beam-column joints. In this way, the convenience, speed and efficiency of assembling each of the Yi-Xuan steel-framed reinforced concrete columns and the corresponding Yi-Xuan steel-framed reinforced concrete beams can be improved. Furthermore, by the exposed section on the side of the steel frame of each Xuan steel frame reinforced concrete column being between the lower exposed section of the steel frame and the upper exposed section of the steel frame, it is possible to avoid over-concentration of on-site assembly locations to reduce the cost of The difficulty of on-site construction can shorten construction hours and improve assembly efficiency.

100:Buildings

101: Base layer

102: Lower floor

103:Go to the floor

1:Basic board

2: Pillar pier

20:Continuer

21:Concrete column

22: The exposed section on the steel frame

23: Exposed section of steel bar

3: Xuan steel reinforced concrete columns

3’: Corner steel frame reinforced concrete column

3”: Intermediate steel reinforced concrete columns

30:Continuer

31:Concrete column

32: The exposed section under the steel frame

33: The exposed section on the steel frame

34: Exposed section on steel frame side

341: Web part

342: Wing panel part

35: Exposed section under steel bar

36: Exposed section of steel bar

37: Exposed section of steel bar side

4: Xuan beam structure

40:Continuer

41: Xuan steel reinforced concrete beam

41’: External steel frame reinforced concrete beam

41”: Intermediate steel frame reinforced concrete beam

411: Concrete beam section

412: Exposed section of steel bone end

413: Exposed section of side panel

414: Exposed section of steel bar end

415: Web part

416: Wing panel part

42:The first Lixuan reinforced concrete beam

421:Concrete beam section

422: Exposed section of end plate

423: Exposed section of side panel

43:Second Lixuan reinforced concrete beam

431: Concrete beam section

432: Exposed section of end plate

44: Lap board

5: Floor structure

51: 鐐鄄 Board

52:Floor

53: First concrete cladding

54: Second concrete cladding

6: Concrete cladding

7: Concrete cladding

S1~S9: steps

D1: first horizontal direction

D2: Second horizontal direction

D3: portrait

Other features and effects of the present invention will be clearly presented in the embodiments with reference to the drawings, in which: Figure 1 is a perspective view of an embodiment of a building using Lixuan SRC according to the present invention, illustrating a base layer, a floor, and the assembly relationship between the upper floor; Figure 2 is an incomplete three-dimensional exploded view of the embodiment, illustrating the assembly relationship between the base layer and the lower floor; Figure 3 is an incomplete view of the embodiment A side view schematic diagram illustrating the assembly relationship between a column pier and a steel frame reinforced concrete column; Figure 4 is a schematic side view of the Yi-Xuan steel frame reinforced concrete column in this embodiment; Figure 5 is a cross-sectional view of the Yi-Xuan steel frame reinforced concrete column in this embodiment; Figure 6 is a Yi-Xuan steel frame reinforced concrete column in this embodiment. An incomplete side view schematic diagram of a steel-framed reinforced concrete beam; Figure 7 is an incomplete side-view exploded view of this embodiment, illustrating the gap between a first Xiaoxuan reinforced concrete beam and two Xiaoxuan steel-framed reinforced concrete beams. Assembly relationship; Fig. 8 is an incomplete side exploded view of this embodiment, illustrating the connection between the two second Lixuan reinforced concrete beams, the Lixuan steel-framed reinforced concrete beam, and the first Lixuan reinforced concrete beam. Assembly relationship; Figure 9 is a step flow chart of the construction method of this embodiment; Figure 10 is a construction perspective view of this embodiment; Figure 11 is a construction perspective view of this embodiment; Figure 12 is a construction schematic diagram of this embodiment ; Figure 13 is a construction schematic diagram of this embodiment; Figure 14 is a construction perspective view of this embodiment; Figure 15 is a construction schematic diagram of this embodiment; Figure 16 is a construction schematic diagram of this embodiment; Figure 17 is a construction schematic diagram of this embodiment A construction perspective view of this embodiment; Figure 18 is a construction perspective view of this embodiment; Figure 19 is a construction schematic diagram of this embodiment; Figure 20 is a construction schematic diagram of this embodiment; Figure 21 is a construction schematic diagram of this embodiment; Figure 22 is a construction perspective view of this embodiment; Figure 23 is a construction perspective view of this embodiment; Figure 24 is a construction perspective view of this embodiment. A construction schematic diagram; Figure 25 is a construction perspective view of this embodiment; and Figure 26 is a construction perspective view of this embodiment.

Before the present invention is described in detail, it should be noted that in the following description, similar elements are designated with the same numbering.

Referring to Figures 1 and 2, an embodiment of the building 100 using Lixuan SRC of the present invention includes a base layer 101, a lower floor 102 for stacking on the top of the base layer 101, and a lower floor 102 for stacking on the top of the base layer 101. Upper floor 103 at the top of lower floor 102.

For the convenience of subsequent description, a first transverse direction D1 of the building 100, a second transverse direction D2 perpendicular to the first transverse direction D1, and a longitudinal direction D3 perpendicular to the first transverse direction D1 and the second transverse direction D2 are defined. In this embodiment, the first transverse direction D1 is in the front-to-back direction, for example, the direction pointed by the arrow in Figure 1 is forward, and the opposite direction is backward. The second transverse direction D2 takes the left and right direction as an example. The direction pointed by the arrow in Figure 1 is left, and the opposite direction is right. The longitudinal direction D3 is in the up-down direction for example. The direction pointed by the arrow in Figure 1 is up, and the opposite direction is down.

Referring to Figures 1, 2 and 3, the base layer 101 includes a base plate 1 and a plurality of pillar piers 2 arranged on the top surface of the base plate 1 and spaced apart from each other. The number of the column piers 2 in this embodiment is six, for example, and they are arranged in a long shape. The length direction of the long shape extends along the first transverse direction D1. Every three column piers 2 are arranged at intervals along the first transverse direction D1. Each of the column piers 2 is an example of a cast steel reinforced concrete column. Each column pier 2 includes a concrete column 21, an exposed section 22 of the steel frame that exposes the top of the concrete column 21, and a plurality of exposed sections 22 that exposes the top of the concrete column 21 and surrounds the steel frame. The exposed section 23 of the steel bar around the outside of 22.

Referring to Figures 1, 2, 4 and 5, the lower floor 102 and the upper floor 103 have the same structure. The lower floor 102 and the upper floor 103 each include a plurality of SRC columns 3 , a SRC beam structure 4 , and a floor structure 5 . The Xuan steel-framed reinforced concrete columns 3 are arranged at intervals from each other. The number of these Xiaoxuan steel frame reinforced concrete columns 3 in this embodiment is six as an example, and they are divided into four corner Xiaoxuan steel frame reinforced concrete columns 3', and two intermediate Xiaoxuan steel frame reinforced concrete columns 3" The corner 鐐酄steel-frame reinforced concrete columns 3' are arranged in a long shape, and the length direction of the long shape extends along the first transverse direction D1. Each of the intermediate 鐐酄steel-framed reinforced concrete columns 3" is located corresponding to two of the Equivalent corners are 3' between steel-framed reinforced concrete columns. Each of the Lixuan steel frame reinforced concrete columns 3 includes a concrete column 31, a lower exposed section 32 of the steel frame exposed at the bottom of the concrete column 31, and an exposed top end of the concrete column 31 opposite to the steel frame. The upper exposed section 33 of the steel frame of the lower exposed section 32 and a plurality of exposed concrete columns 31 On the side and between the exposed lower section 32 of the steel frame and the exposed upper section 33 of the steel frame, there are exposed sections 34 on the steel frame side facing different directions, and a plurality of exposed bottom ends of the concrete columns 31 and surrounding the steel frame. The lower exposed section 35 of the steel bar around the outer periphery of the exposed lower section 32 of the steel frame, a plurality of upper exposed sections 36 of the steel bar exposing the top of the concrete column 31 and surrounding the outer periphery of the exposed upper section 33 of the steel frame, and a plurality of exposed steel bar sides Paragraph 37. Among them, the number of steel frame side exposed sections 34 of each corner steel frame reinforced concrete column 3' is two and spaced 90 degrees apart. The number of the steel frame side exposed sections 34 of each intermediate steel frame reinforced concrete column 3" is three, and every two adjacent steel frame side exposed sections 34 are spaced 90 degrees apart. Each of the steel frame side exposed sections 34 The bone-side exposed section 34 is an exposed part of an H-shaped steel. Each of the steel bone-side exposed sections 34 has a web portion 341 and two wing portions 342 respectively connected to the upper and lower ends of the web portion 341. Each of the bone-side exposed sections 34 Two corresponding steel bar side exposed sections 37 are respectively provided on the opposite sides of the wing plate portion 342 .

Referring to Figures 1, 2, 3, 4 and 5, the exposed section 32 of each steel frame reinforced concrete column 3 of the lower floor 102 is fixedly connected to the base layer 101. The corresponding upper exposed section 22 of the steel frame of the column pier 2, and each lower exposed section 35 of the steel bar is used to be fixedly connected to the corresponding upper exposed section 23 of the steel bar. The lower exposed section 32 of the steel frame of each Xixuan steel frame reinforced concrete column 3 of the upper floor 103 is used to be fixedly connected to the steel frame of the corresponding Xixuan steel frame reinforced concrete column 3 of the lower floor 102 The upper exposed section 33 of each steel bar is fixedly connected to the corresponding upper exposed section 36 of the steel bar.

Referring to Figure 1, Figure 2, Figure 6 and Figure 7, the Yichuan beam structure 4 is used to be fixedly connected between the Yichuang steel frame reinforced concrete columns 3 and includes a plurality of Yichuan steel frame reinforced concrete (SRC) Beam 41, a plurality of first reinforced concrete (RC) beams 42, and a plurality of second reinforced concrete (RC) beams 43. In this embodiment, the number of the Xiaoxuan steel frame reinforced concrete beams 41 is seven and divided into six outer Xiaoxuan steel frame reinforced concrete beams 41', and an intermediate Xiaoxuan steel frame reinforced concrete beam 41". Each The outer Yi-Chuan steel-framed reinforced concrete beam 41' is used to connect between the corresponding two corner Yi-Chuan steel-framed reinforced concrete columns 3', or between the corresponding corner Yi-Chuan steel-framed reinforced concrete columns 3' and Corresponding to this intermediary are 3” between steel-framed reinforced concrete columns. The intermediate 鐐酐steel-framed reinforced concrete beam 41" is used to connect between the intermediate 鐐鐐鄄steel-framed reinforced concrete columns 3". Each of the Lixuan steel frame reinforced concrete beams 41 has a concrete beam section 411, two exposed steel frame end sections 412 respectively exposing opposite ends of the concrete beam section 411, at least one exposed side of the concrete beam section 411 and between The side plate exposed sections 413 between the exposed steel frame end sections 412, and a plurality of exposed steel bar end sections 414 respectively exposing the opposite ends of the concrete beam section 411. Each exposed section 412 of the steel frame end is an exposed part of an H-shaped steel, and is used to be fixedly connected to the corresponding exposed section 34 of the steel frame reinforced concrete column 3 . Each exposed steel frame end section 412 has a web portion 415 and two wing portions 416 respectively connected to the upper and lower ends of the web portion 415. Two corresponding exposed steel bar end sections 414 are respectively provided on opposite sides of the lower wing plate portion 416 . The number of exposed side plate sections 413 of each outer frame reinforced concrete beam 41' is one. Piece. The number of the side plate exposed sections 413 of the intermediate steel frame reinforced concrete beam 41 ″ is two, and they are respectively located on opposite sides of the concrete beam section 411 .

Referring to Figures 2, 7 and 8, the number of the first reinforced concrete beams 42 in this embodiment is two. Each of the first reinforced concrete beams 42 is located on the opposite side of the intermediate reinforced concrete beam 41 ″. Each of the first reinforced concrete beams 42 has a concrete beam section 421 , two exposed concrete beam sections 421 , and two concrete beam sections 421 . The exposed end plate section 422 at the opposite end of the concrete beam section 421, and two exposed side plate sections 423 respectively exposed at the opposite sides of the concrete beam section 421 and between the exposed end plate sections 422. Each of the exposed end plate sections 422 is used to be fixedly connected to the exposed side plate section 413 of the corresponding outer steel frame reinforced concrete beam 41'.

Referring to Figures 2 and 8, the number of the second reinforced concrete beams 43 in this embodiment is four. Each of the second reinforced concrete beams 43 has a concrete beam section 431 and two exposed end plate sections 432 respectively exposing opposite ends of the concrete beam section 431 . The end plate exposed sections 432 are respectively used to be fixedly connected to the corresponding side plate exposed section 413 of the Xiaoxuan steel frame reinforced concrete beam 41 and the corresponding side plate exposed section of the corresponding first Xiaoxuan reinforced concrete beam 42 423.

Referring to Figures 1 and 2, the floor structure 5 includes a plurality of lattice panels 51 placed on the lattice beam structure 4, and a panel for covering the tops of the lattice panels 51 and the lattice beams 51. Floor slab 52 on top of beam structure 4. The number of the 鐐鄄 plates 51 is eight as an example. Each of the 鐐鄄 plates 51 is used to be placed on the corresponding 鐐鄄steel reinforced concrete beam 41 The top of the concrete beam section 411 , the top of the corresponding concrete beam section 421 of the first Lixuan reinforced concrete beam 42 , and the corresponding top of the concrete beam section 431 of the second Lixuan reinforced concrete beam 43 . The floor slab 52 is used to connect to the top end of the corresponding concrete beam section 411 of the Lixuan steel reinforced concrete beam 41, the corresponding top end of the concrete beam section 421 of the first Lixuan reinforced concrete beam 42, and the corresponding top end of the concrete beam section 421 of the first Lixuan reinforced concrete beam 42. The top of the concrete beam section 431 of the second reinforced concrete beam 43 is located.

The following is a detailed description of the construction method of the building 100: Figure 9 is a one-step flow chart of the construction method of this embodiment, including the following steps: Step S1: Provide a base layer, Step S2: Hoist the Xuan steel on the lower floor. Bone reinforced concrete columns, step S3: grouting to form a concrete envelope, step S4: hoisting the Xuan beam structure of the lower floor, step S5: forming the floor structure of the lower floor, step S6: hoisting the Xuan steel frame reinforced concrete of the upper floor. column, step S7: grouting to form a concrete envelope, step S8: hoisting the upper floor beam structure, and step S9: forming the upper floor floor structure.

Referring to FIG. 2 and FIG. 9 , in step S1 , the base layer 101 is provided, and the base layer 101 includes the column piers 2 .

Referring to Figure 3, Figure 9 and Figure 10, in step S2, the Li-Xuan steel frame reinforced concrete columns 3 of the lower floor 102 are hoisted, so that the lower portions of the steel frames of the Li-Xuan steel frame reinforced concrete columns 3 are exposed. The bottom ends of the sections 32 are respectively in contact with the top ends of the exposed sections 22 of the steel frames of the column piers 2, and the bottom ends of the exposed sections 32 of the steel frames are respectively welded and fixed to the steel frames. The top of the exposed segment 22 on the bone. Subsequently, a connector 20 is used to connect the corresponding upper exposed section 23 of the steel bar and the corresponding lower exposed section 35 of the steel bar to connect the two together. Thereby, each of the Xuan steel frame reinforced concrete columns 3 is fixedly connected to the corresponding column pier 2 .

Referring to Figures 3, 9 and 11, in step S3, grouting is performed between the lower exposed section 32 of each steel frame and the welded corresponding upper exposed section 22 of the steel frame. The grout is non-shrinkage mortar. When the slurry is cured, a concrete covering 6 is formed that is fixedly connected to the top end of the concrete column 21 and the bottom end of the concrete column 31 . The concrete covering body 6 covers the connected upper exposed section 22 and the lower exposed section 32 of the steel frame, and covers the connector 20 and the connected upper exposed section 23 and the corresponding steel bar. Corresponds to the lower exposed section 35 of the steel bar. In this way, the stability of each Xuan steel frame reinforced concrete column 3 being fixedly connected to the corresponding column pier 2 can be further improved.

Referring to Figures 2 and 9, in step S4, hoisting the Xiaoxuan beam structure 4 of the lower floor 102 includes the following steps: hoisting the Xiaoxuan steel frame reinforced concrete beams 41; hoisting the first Xiaoxuan reinforced concrete beams 42; and hoist the second reinforced concrete beams 43.

Referring to Figures 11, 12 and 13, during the hoisting of the 鐐鄄steel reinforced concrete beams 41, each of the outer 鐐鄄steel reinforced concrete beams 41' is located at the corresponding two corner 鐐鄄steel beams. Between 3' of reinforced concrete columns, or corresponding to the corner Between the Xiaoxuan steel frame reinforced concrete column 3' and the corresponding Xiaxuan steel frame reinforced concrete column 3", and the intermediary Xiaxuan steel frame reinforced concrete beam 41" is located at the intermediary Xiaoxuan steel frame reinforced concrete column 3 "between. The web portion 415 of each exposed section 412 of the steel frame end of each Xixuan steel frame reinforced concrete beam 41 and the corresponding steel frame side of the corresponding Xixuan steel frame reinforced concrete column 3 The corresponding web portions 341 of the exposed section 34 are overlapped through an overlapping plate 44, and the overlapping plate 44 is locked to the web portion 415 and the web portion 341 through bolts. Each exposed section 412 of the steel frame end Each of the wing portions 416 is welded to the corresponding wing portion 342 of the corresponding steel frame side exposed section 34. Each of the steel bar end exposed sections 414 and the corresponding steel bar side exposed section 37 pass through a connector 40 are connected together. Thereby, each of the outer Yichuan steel reinforced concrete beams 41' is fixedly connected between the corresponding two corner Yichuan steel reinforced concrete columns 3', or between the corresponding two Between the corner 鐐鄄steel reinforced concrete column 3' and the corresponding intermediate 鐐鄄steel reinforced concrete column 3", and the intermediate 鐐鄄steel reinforced concrete beam 41" is fixedly connected to the intermediate 鐐鄄steel frame 3" between reinforced concrete columns.

Referring to Figures 7, 14 and 15, when hoisting the first reinforced concrete beams 42, each end plate exposed section 422 of each first reinforced concrete beam 42 is first connected to the corresponding exposed section 422 of the end plate. The exposed sections 413 of the side plates of the outer steel frame reinforced concrete beams 41' are overlapped together, and then the two are locked together through bolts. Thereby, each of the first Xiaoxuan reinforced concrete beams 42 is fixedly connected between the corresponding outer Xiaoxuan steel frame reinforced concrete beams 41'.

Referring to Figures 8, 14 and 16, during hoisting of the second reinforced concrete beams 43, the exposed end plate sections 432 of each second reinforced concrete beam 43 are respectively overlapped with the corresponding ones. The exposed section 413 of the side plate of the Lixuan steel frame reinforced concrete beam 41 and the corresponding exposed section 423 of the side plate of the first Lixuan reinforced concrete beam 42 are then connected to the exposed section 432 of the corresponding end plate and the corresponding exposed section of the side plate. The exposed sections 413 and 423 are locked together through bolts. Thereby, each of the second Lixuan reinforced concrete beams 43 is fixedly connected between the corresponding Lixuan steel frame reinforced concrete beam 41 and the corresponding first Lixuan reinforced concrete beam 42 .

Referring to Figures 9, 17, and 18, in step S5, forming the floor structure of the lower floor includes the following steps: placing the joist boards 51 of the floor structure 5 on the joist beam structure 4; and The slab 51 and the beam structure 4 are grouted to form the floor slab 52, a plurality of first concrete cladding bodies 53, and a plurality of second concrete cladding bodies 54 (as shown in Figure 20). The floor slab 52 covers the tops of the ridge boards 51 and the top of the ridge beam structure 4 . Each first concrete covering body 53 covers the connected exposed section 412 of the corresponding steel frame end and the exposed section 34 of the corresponding steel frame side. Each second concrete covering body 54 covers the connected corresponding exposed sections 422 and 432 of the end plate (shown in Figure 2) and the corresponding exposed sections 413 and 423 of the side plate (shown in Figure 2).

Referring to Figure 14 and Figure 17, when placing the clamping plates 51, make each The 鄐鄄 plate 51 is placed on the top of the corresponding concrete beam section 411 of the 鄐鄄 reinforced concrete beam 41, the corresponding top of the concrete beam section 421 of the first 鐐鄄 reinforced concrete beam 42, and the corresponding third The top of the concrete beam section 431 of the second reinforced concrete beam 43 is located.

Referring to Figures 17, 18, 19, 20 and 21, when the mortar plates 51 and the ridge beam structure 4 are grouted, the slurry is non-shrinkage mortar. After the slurry solidifies, a portion of the slurry will form the floor slab 52 . The floor slab 52 is fixedly connected to the top end of the corresponding concrete beam section 411 of the Lixuan steel reinforced concrete beam 41, the corresponding top end of the concrete beam section 421 of the first Lixuan reinforced concrete beam 42, and the corresponding top end of the concrete beam section 421 of the first Lixuan reinforced concrete beam 42. The top of the concrete beam section 431 of the second reinforced concrete beam 43 is located. Another part of the slurry forms the first concrete envelopes 53 . Each first concrete covering body 53 is fixedly connected between the corresponding concrete beam section 411 of the Lixuan steel frame reinforced concrete beam 41 and the corresponding concrete column 31 to cover the connected corresponding The exposed section 412 at the end of the steel frame and the corresponding exposed section 34 on the side of the steel frame. The remainder of the slurry will form the second concrete envelopes 54 . A portion of the second concrete covering 54 is fixedly connected between the corresponding concrete beam section 411 of the Xiaoxuan reinforced concrete beam 41 and the corresponding concrete beam section 421 of the first Xiaoxuan reinforced concrete beam 42. In between, the exposed section 422 corresponding to the end plate and the exposed section 413 corresponding to the side plate are connected by covering (as shown in FIG. 2 ). Another part of the second concrete covering 54 is fixedly connected to the corresponding concrete beam section 411 of the Xiaoxuan steel reinforced concrete beam 41 and the corresponding second Xiaoxuan steel bar. Between the concrete beam sections 431 of the concrete beam 43, the corresponding end plate exposed section 432 and the corresponding side plate exposed section 413 are connected by covering. The remaining portion of the second concrete cladding body 54 is fixedly connected to the corresponding concrete beam section 421 of the first Lixuan reinforced concrete beam 42 and the corresponding concrete beam section of the second Lixuan reinforced concrete beam 43. 431, the exposed section 432 corresponding to the end plate and the exposed section 423 corresponding to the side plate are connected by covering (as shown in Figure 2).

Referring to Figures 9 and 22, in step S6, the 鄐鄄steel reinforced concrete columns 3 of the upper floor 103 are hoisted to the 鄐鄄steel reinforced concrete columns 3 of the lower floor 102, so that the 鐐鄄steel reinforced concrete columns 3 The bottom ends of the exposed lower sections 32 of the steel-framed reinforced concrete columns 3 are respectively in contact with the tops of the exposed upper sections 33 of the steel-framed reinforced concrete columns 3, and the lower ends of the exposed steel frames are exposed The bottom ends of the sections 32 are respectively welded and fixed to the top ends of the exposed sections 33 on the steel frames. Subsequently, a connector 30 (as shown in FIG. 24 ) is used to connect the corresponding upper exposed section 36 of the steel bar and the corresponding lower exposed section 35 of the steel bar to connect the two together. Thereby, each of the Li-Xuan steel frame reinforced concrete columns 3 is fixedly connected to the corresponding Li-Xuan steel frame reinforced concrete column 3 .

Referring to Figures 9, 23 and 24, in step S7, grouting is performed between the lower exposed section 32 of each steel frame and the welded corresponding upper exposed section 33 of the steel frame. The grout is non-shrinkage mortar. When the slurry is cured, a concrete covering 7 is formed that is fixedly connected to the top end of the concrete column 31 and the bottom end of the concrete column 31 . The concrete covering body 7 covers the connected upper exposed section 33 of the corresponding steel frame and the exposed lower section of the corresponding steel frame. Section 32, and covers the corresponding connector 30 and the connected upper exposed section 36 of the steel bar and the lower exposed section 35 of the corresponding steel bar. In this way, the stability of each of the Li-Xuan steel frame reinforced concrete columns 3 being fixedly connected to the corresponding Li-Xuan steel frame reinforced concrete column 3 can be further improved.

Referring to Figure 9, Figure 23 and Figure 25, in step S8, hoisting the Xuan beam structure 4 of the upper floor 103 also includes the following processes: hoisting the Xuan steel reinforced concrete beams 41; hoisting the first prefabricated beams 41. Cast reinforced concrete beams 42; and hoist the second reinforced concrete beams 43.

Since step S8 is the same as step S4, the specific details will not be repeated.

Referring to Figure 1, Figure 9 and Figure 26, in step S9, forming the floor structure of the upper floor includes the following steps: placing the joist boards 51 of the floor structure 5 on the joist beam structure 4; and The mortar plate 51 and the ridge beam structure 4 are grouted to form the floor slab 52, the first concrete cladding bodies 53, and the second concrete cladding bodies 54 (as shown in Figure 20). The floor slab 52 covers the tops of the ridge boards 51 and the top of the ridge beam structure 4 . Each first concrete covering body 53 covers the connected exposed section 412 of the corresponding steel frame end and the exposed section 34 of the corresponding steel frame side. Each second concrete cladding 54 The corresponding exposed sections 422 and 432 of the end plate (shown in Figure 2) and the corresponding exposed sections 413 and 423 of the side plate (shown in Figure 2) are connected by covering.

Since step S9 is the same as step S5, the specific details will not be repeated. After step S9 is completed, the construction of the building 100 is completed. After the construction of the building 100 is completed, on-site cast exterior walls or connecting bridges can be subsequently constructed between the top surface of the floor slab 52 of the lower floor 102 and the bottom ends of the steel frame reinforced concrete beams 41 of the upper floor 103 Exterior wall process. In the building 100 of this embodiment, the column pier 2 of the base layer 101 can be called the 0th section column, and the Xuan steel reinforced concrete column 3 of the lower floor 102 can be called the 1st section column. The steel frame reinforced concrete column 3 on the upper floor 103 can be called the second section column.

In the building 100 of this embodiment, due to the Xuan steel reinforced concrete columns 3 of the lower floor 102 or the upper floor 103, the Xuan steel reinforced concrete beams 41 of the Xuan beam structure 4, the The first Yichuan reinforced concrete beams 42 and the second Yichuan reinforced concrete beams 43 are all pre-manufactured in the Yichuan factory and then transported to the construction site for hoisting. Therefore, the cost of on-site construction can be greatly reduced. manpower and construction hours, thereby saving construction costs. In addition, since each of the Yichuan steel frame reinforced concrete columns 3 has the steel frame side exposed section 34, it is used to directly and fixedly connect to the corresponding exposed steel frame end of the corresponding Yichuan steel frame reinforced concrete beam 41. Section 412, therefore, there is no need for additional assembly and connection between each of the Xiaoxuan steel frame reinforced concrete columns 3 and the corresponding Lixuan steel frame reinforced concrete beams 41 through beam-column joints. By this, it can be mentioned Improve the convenience, speed and efficiency of assembling each of the Yi-Xuan steel-frame reinforced concrete columns 3 and the corresponding Yi-Xuan steel-frame reinforced concrete beams 41. Furthermore, since the exposed section 34 on the side of the steel frame of each Xixuan steel frame reinforced concrete column 3 is between the lower exposed section 32 of the steel frame and the upper exposed section 33 of the steel frame, therefore, the Xixuan steel The reinforced concrete column 3 can be connected with the corresponding column pier 2 (or the corresponding prefabricated column pier 2) through the exposed lower section 32 of the steel frame, the exposed section 33 of the steel frame and the exposed section 34 of the steel frame side, which are spaced at an appropriate distance from each other. The cast steel frame reinforced concrete columns 3), the corresponding Xiaoxuan steel frame reinforced concrete columns 3 and the corresponding Xiaoxuan steel frame reinforced concrete beams 41 are assembled and connected. In this way, over-concentration of assembly locations can be avoided to reduce the difficulty of on-site construction, thereby shortening construction time and improving assembly efficiency.

In this embodiment, the floor slab 52 covering the tops of the slabs 51 and the slab beam structure 4 is formed by grouting the slabs 51 and the slab beam structure 4 so that the floor slab 52 can At the same time, it is fixedly connected to the ridge boards 51 and the ridge beam structure 4, thereby improving the structural strength of the floor slab 52 after forming. In addition, by simultaneously forming the first concrete covering bodies 53 and the second concrete covering bodies 54 during the grouting, the number of times of grouting at the construction site can be reduced. In this way, the construction time can be shortened and the construction cost can be saved.

It should be noted that this embodiment may also have the following different implementation modes depending on the requirements: One implementation mode: the number of column piers 2 of the foundation layer 101, The number of the PIX steel reinforced concrete columns 3 , the PIX steel reinforced concrete beams 41 , and the PI plates 51 of the lower floor 102 or the upper floor 103 are four respectively. The 鐐酄steel-frame reinforced concrete columns 3 are respectively the corner 鐐鄄steel-framed reinforced concrete columns 3′ and are arranged in a square shape. The Xiaoxuan steel frame reinforced concrete beams 41 are respectively outer Xiaoxuan steel frame reinforced concrete beams 41'. The number of the first reinforced concrete beam 42 of the lower floor 102 or the upper floor 103 is one, and the number of the second reinforced concrete beam 43 of the lower floor 102 or the upper floor 103 is two.

Another implementation mode: the building 100 has multiple upper floors 103. By repeatedly executing steps S6 to 9, the upper floors 103 can be continuously constructed.

Another implementation mode: the building 100 only has the lower floor 102 and the upper floor 103 and the base layer 101 is omitted. The building 100 can assemble the lower floor 102 on other buildings.

Another implementation mode: the building 100 only has the base layer 101 and the lower floor 102 and the upper floor 103 is omitted.

It can be understood that in this embodiment, the number of column piers 2, the number of upper floors 103, the number of Qixuan steel frame reinforced concrete columns 3, the number of Qixuan steel frame reinforced concrete columns of the base layer 101 of the building 100 in this embodiment The number of concrete beams 41, the number of the first reinforced concrete beams 42, the number of the second reinforced concrete beams 43, and the number of the reinforced concrete slabs 51 are just examples, and the aforementioned quantities can all be based on the actual building scale. Increase Or reduced, not limited to the number disclosed in this embodiment.

To sum up, in the building 100 of this embodiment, due to the Xuan steel reinforced concrete columns 3 of the lower floor 102 or the upper floor 103 and the Xuan steel reinforced concrete columns of the Xuan beam structure 4, The concrete beams 41, the first Xixuan reinforced concrete beams 42 and the second Xixuan reinforced concrete beams 43 are all pre-manufactured in the Xixuan factory and then transported to the construction site for hoisting. Therefore, the cost can be greatly reduced. The manpower and construction hours required for on-site construction can thus save construction costs. In this way, the construction method of the building 100 in this embodiment can achieve the effects of good construction convenience, fast construction speed and high efficiency. In addition, through the design of the exposed section 34 of the steel frame side of each Xixuan steel frame reinforced concrete column 3, the relationship between each Xixuan steel frame reinforced concrete column 3 and the corresponding Xixuan steel frame reinforced concrete beam 41 is There is no need for additional on-site assembly and connection through beam-column joints. In this way, the convenience, speed and efficiency of assembling each of the Xiaoxuan steel frame reinforced concrete columns 3 and the corresponding Xiaoxuan steel frame reinforced concrete beams 41 can be improved. Furthermore, since the exposed section 34 on the side of the steel frame of each Xuan steel frame reinforced concrete column 3 is between the lower exposed section 32 of the steel frame and the upper exposed section 33 of the steel frame, on-site assembly positions can be avoided. Excessive concentration can reduce the difficulty of on-site construction, thereby shortening construction hours and improving assembly efficiency, so the purpose of the present invention can indeed be achieved.

However, the above are only examples of the present invention, and should not be used to limit the scope of the present invention. All simple equivalent changes and modifications made based on the patent scope of the present invention and the content of the patent specification are still within the scope of the present invention. Scope covered by the patent of this invention within.

100:Buildings

101: Base layer

102: Lower floor

103:Go to the floor

1:Basic board

2: Pillar pier

3: Xuan steel reinforced concrete columns

4: Xuan beam structure

5: Floor structure

52:Floor

53: First concrete cladding

6: Concrete cladding

7: Concrete cladding

D1: first horizontal direction

D2: Second horizontal direction

D3: portrait

Claims (22)

A building using Xixuan SRC, including: a plurality of Xixuan steel-framed reinforced concrete columns arranged at intervals; a Xixuan beam structure fixedly connected between the Xixuan steel-framed reinforced concrete columns; and a Xixuan beam structure fixedly connected between the Xixuan steel-framed reinforced concrete columns; The floor structure is formed on the 鐐鄄 beam structure; each 鐐鄄steel reinforced concrete column includes a lower exposed section of the steel frame, an upper exposed section of the steel frame opposite to the lower exposed section of the steel frame, and at least two intermediate Between the exposed lower section of the steel frame and the exposed upper section of the steel frame and facing the exposed sections of the steel frame side in different directions, the Yichuang beam structure includes a plurality of Yichuan steel reinforced concrete beams, each of the Yichuang steel beams. The reinforced concrete beam has two exposed steel frame end sections located at opposite ends, and each exposed steel frame end section is fixedly connected to the corresponding steel frame side exposed section. A building using Yi-Xuan SRC as described in claim 1, in which the number of Yi-Xuan steel-frame reinforced concrete columns and the number of Yi-Chuan steel-frame reinforced concrete beams are each multiple, and the number of Yi-Xuan steel frame reinforced concrete beams is Concrete columns are arranged in a square shape. A building using Yi-Xuan SRC as described in claim 2, wherein each Yi-Xuan steel frame reinforced concrete beam also has an exposed section of the side plate between the exposed sections of the steel frame ends, and the Yi-Xuan beam structure It also includes a first Xixuan reinforced concrete beam, the first Xixuan reinforced concrete beam has two end plate exposed sections at opposite ends, each of the end plate exposed sections is fixedly connected to the corresponding Xixuan steel frame reinforced concrete. The exposed section of the side plate of the beam. A building using Xixuan SRC as described in claim 3, wherein the first The Xixuan reinforced concrete beam also has two side plate exposed sections located on opposite sides and between the end plate exposed sections. The Xixuan beam structure also includes two second Xixuan reinforced concrete beams, each of the second The Lixuan reinforced concrete beam has two end plate exposed sections, which are respectively fixedly connected to the corresponding exposed side plate section of the Lixuan steel frame reinforced concrete beam and the corresponding exposed side plate section of the first Lixuan reinforced concrete beam. The building using Xixuan SRC as described in claim 4, wherein each exposed section of the steel frame end and the connected corresponding exposed section of the steel frame side are covered by a first concrete covering body, and each The exposed section of the end plate and the connected corresponding exposed section of the side plate are covered by a second concrete covering body. A building using Xixuan SRC as described in claim 1, in which the number of Xixuan steel-framed reinforced concrete columns is multiple and divided into four corner Xixuan steel-framed reinforced concrete columns and two intermediate prefabricated columns. The cast steel frame reinforced concrete columns, the corner frame reinforced concrete columns are arranged in a long shape, each of the intermediate frame reinforced concrete columns is located between the corresponding two such corner frame reinforced concrete columns, It also has three exposed sections on the side of the steel frame facing different directions. These Xiaoxuan steel frame reinforced concrete beams are divided into a plurality of outer Xiaoxuan steel frame reinforced concrete beams and an intermediate Xiaoxuan steel frame reinforced concrete beam. Each The outer 鐐鄄steel reinforced concrete beam is connected between the corresponding two corner 鐐鄄steel reinforced concrete columns, or the corresponding corner 鐐鄄steel reinforced concrete column and the corresponding intermediate 鐐鄄steel frame Between the reinforced concrete columns, the intermediate 鐐酐steel-framed reinforced concrete beams are connected between the intermediate 鐐鐐鄄steel-framed reinforced concrete columns. As for the building using Xixuan SRC as described in claim 6, wherein each of the outer Xixuan steel frame reinforced concrete beams also has an exposed section of the side plate between the exposed sections of the steel frame ends, and the Xixuan beam The structure also includes two first Xiaoxuan reinforced concrete beams located on opposite sides of the intermediate Xiaoxuan reinforced concrete beam, each of the first Xiaoxuan reinforced concrete beams having two exposed end plate sections at opposite ends, each The exposed section of the end plate is fixedly connected to the exposed section of the corresponding side plate of the outer steel frame reinforced concrete beam. As for the building using Yixuan SRC as described in claim 7, wherein each first Yixuan reinforced concrete beam also has two side plate exposed sections located on opposite sides and between the end plate exposed sections, The intermediate 鐐鄄steel reinforced concrete beam also has two side plate exposed sections located on opposite sides and between the exposed steel frame end sections. The 鐐鄄beam structure also includes four second 鐐鄄 reinforced concrete beams, Each of the second Xiaoxuan reinforced concrete beams has two end plate exposed sections, which are respectively fixedly connected to the corresponding side plate exposed section of the Xiaoxuan steel frame reinforced concrete beam and the corresponding first Xiaoxuan reinforced concrete beam. The corresponding exposed section of the side panel. The building using Xixuan SRC as described in claim 8, wherein each exposed section of the steel frame end and the connected corresponding exposed section of the steel frame side are covered by a first concrete covering body, and each The exposed section of the end plate and the connected corresponding exposed section of the side plate are covered by a second concrete covering body. The building using Xuan SRC as described in claim 1, wherein the floor structure includes a plurality of Xuan boards placed on the Xuan beam structure, and a top and the top of the Xuan boards covered with the Xuan beam structure. The top floor slab of the Xuan beam structure. The building using the SRC as described in any one of claims 1 to 9 includes a lower floor and an upper floor stacked on the lower floor, and the lower floor and the upper floor each have the SRC. The steel-framed reinforced concrete columns, the framed beam structure and the floor structure, the lower exposed section of the steel frame of each framed framed reinforced concrete column on the upper floor is fixedly connected to the corresponding framed frame on the lower floor. The exposed section of the steel frame of a reinforced concrete column. A building using Yi-Xuan SRC as described in claim 11, wherein the lower exposed section of the steel frame of each Yi-Xuan steel-frame reinforced concrete column is connected to the connected section of the corresponding Yi-Xuan steel-frame reinforced concrete column. The exposed section of the steel frame is covered by a concrete cladding. The building using Yichuan SRC as described in any one of claims 1 to 9, further includes a plurality of column piers, each of the column piers includes a column fixedly connected to the corresponding Yichuan steel frame reinforced concrete column. The exposed lower section of the steel frame is the exposed upper section of the steel frame. A building using Yichuan SRC as described in claim 13, wherein the exposed upper section of the steel frame of each column pier is connected to the exposed lower section of the steel frame of the corresponding Yichuan steel frame reinforced concrete column. Covered by a concrete cladding. A construction method for a building using Yi-Xuan SRC, including the following steps: providing a plurality of Yi-Xuan steel-framed reinforced concrete columns spaced apart from each other; hoisting a Yi-Xuan beam structure on these Yi-Xuan steel-framed reinforced concrete columns; And form a floor structure in the 鐐鄄 beam structure; each 鐐鄄steel reinforced concrete column includes a lower exposed section of the steel frame, an upper exposed section of the steel frame opposite to the lower exposed section of the steel frame, and two intermediate Between the exposed lower section of the steel frame and the exposed section on the upper side of the steel frame and facing the exposed sections of the steel frame side in different directions, hoisting the Xuan beam structure includes the process of hoisting multiple Xuan steel frame reinforced concrete beams, each of which The Lixuan steel frame reinforced concrete beam has two exposed steel frame end sections located at opposite ends, and each of the steel frame end exposed sections is fixedly connected to the corresponding steel frame side exposed section. The construction method of a building using Yichuan SRC as described in claim 15, wherein each Yichuan steel frame reinforced concrete beam also has an exposed section of the side plate between the exposed sections of the steel frame ends, and the hoisting of the The Xixuan beam structure also includes the process of hoisting a first Xixuan reinforced concrete beam. The first Xixuan reinforced concrete beam has two end plate exposed sections at opposite ends, and each of the end plate exposed sections is fixedly connected to the corresponding one. The exposed section of the side plate of the Xixuan steel frame reinforced concrete beam. The construction method of a building using Lixuan SRC as described in claim 16, wherein the first Lixuan reinforced concrete beam also has two side plate exposed sections located on opposite sides and between the end plate exposed sections. Hoisting the Xixuan beam structure also includes the process of hoisting two second Xixuan reinforced concrete beams. Each of the second Xixuan reinforced concrete beams has two end plate exposed sections, which are respectively fixedly connected to the corresponding Xixuan steel beams. The exposed section of the side plate of the reinforced concrete beam and the corresponding side of the first reinforced concrete beam Exposed section of board. The construction method of a building using Xuan SRC as described in claim 17, wherein the step of forming the floor structure on the Xuan beam structure includes the following steps: placing a plurality of Xuan boards of the floor structure on the prefabricated on the cast beam structure; and grouting the slabs and the slab beam structure to form a floor slab, a plurality of first concrete cladding bodies, and a plurality of second concrete cladding bodies, the floor slab cladding the The top of the 鐐鄄 plate and the top of the 鐐鄄 beam structure, each of the first concrete coverings covers the connected exposed section of the steel frame end and the corresponding exposed section of the steel frame side, and each of the second concrete The covering body covers the connected exposed section corresponding to the end plate and the exposed section corresponding to the side plate. The construction method of a building using Xixuan SRC as described in any one of claims 15 to 18, wherein the Xixuan steel-framed reinforced concrete columns, the Xixuan beam structure and the floor structure together constitute the first floor, The construction method also includes the following steps: hoisting a plurality of Xiaoxuan steel frame reinforced concrete columns of an upper floor with the same structure as the lower floor to the Xiaoxuan steel frame reinforced concrete columns of the lower floor, so that each of the upper floor has The lower exposed section of the steel frame of one of the Yichuan steel-framed reinforced concrete columns is fixedly connected to the exposed upper section of the steel frame of the corresponding Yichuan steel-framed reinforced concrete column on the lower floor; hoisting a Yichuan on the upper floor The beam structure is composed of the Xuan steel reinforced concrete columns on the upper floor; and A floor structure of the upper floor is formed on the beam structure of the upper floor. The construction method of a building using Yixuan SRC as described in claim 19 also includes a step after hoisting the Yixuan steel frame reinforced concrete columns on the upper floor to form a concrete envelope to cover the connection. The exposed lower section of the steel frame corresponding to the Xixuan steel frame reinforced concrete column and the exposed upper section of the steel frame corresponding to the Xixuan steel frame reinforced concrete column. The construction method of a building using Yichuan SRC as described in any one of claims 15 to 18 also includes providing a base layer as a step before providing the Yichuan steel frame reinforced concrete columns. It includes a plurality of column piers, each column pier including an exposed upper section of a steel frame, and the Lixuan steel frame reinforced concrete columns are hoisted so that the lower exposed section of the steel frame of each Xixuan steel frame reinforced concrete column is fixed to the ground. The exposed section of the steel frame connected to the corresponding column pier. The construction method of a building using Xixuan SRC as described in claim 21 also includes a step after hoisting the Xixuan steel frame reinforced concrete columns to form a concrete covering to cover the connected corresponding columns. The exposed upper section of the steel frame of the pier and the exposed lower section of the steel frame corresponding to the steel frame reinforced concrete column.

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