CN208917997U

CN208917997U - The prefabricated node component of armored concrete

Info

Publication number: CN208917997U
Application number: CN201821540183.6U
Authority: CN
Inventors: 刘时伟; 韩兴运
Original assignee: Inner Mongolia Construction Group Co Ltd
Current assignee: Inner Mongolia Construction Group Co Ltd
Priority date: 2018-09-19
Filing date: 2018-09-19
Publication date: 2019-05-31
Anticipated expiration: 2028-09-19

Abstract

The utility model discloses a kind of prefabricated node component of armored concrete, including concrete column, vertical muscle and horizontal bar are equipped in the concrete column, the vertical muscle is arranged along the length direction of the concrete column, and the horizontal bar is vertically arranged with the concrete column；The horizontal bar includes first level muscle and the second horizontal bar, the first level muscle and second horizontal bar are arranged in a mutually vertical manner, the concrete column is run through in the first level muscle at least one end, it is placed on the outside of the concrete column, the concrete column is run through in second horizontal bar at least one end, is placed on the outside of the concrete column.The utility model, by Prefabrication, forms the prefabricated node component of armored concrete using building yin-yang angular position, eliminates the complicated technology of live mold installation, reduce difficulty of construction, the site operation set-up time is improved, construction cost is saved, application effect is more satisfactory.

Description

The prefabricated node component of armored concrete

Technical field:

The utility model relates to a kind of prefabricated node component more particularly to a kind of prefabricated node components of armored concrete.

Background technique:

During assembled architecture PC component design and construction, for building yin-yang angular position according to cast-in-place concrete into Row design and construction, in the construction process when the cast-in-place construction of yin-yang corner node position, mold installation difficulty is big, and cast-in-place concrete pours Being easy to appear the mould that rises in the process causes building yin-yang angle squareness not to be able to satisfy design requirement, simultaneously because position of joints is cast-in-place The design of technique increases situ wet operation workload, and the site operation set-up time is caused to increase, and construction cost increases, certain Restrict assembled architecture development in degree, therefore this problem is in the urgent need to address.

Utility model content:

In order to solve the above technical problems, the purpose of this utility model is to provide a kind of prefabricated node structures of armored concrete Part.

The utility model is implemented by following technical solution: the prefabricated node component of armored concrete, including concrete column, described Vertical muscle and horizontal bar are equipped in concrete column, the vertical muscle is arranged along the length direction of the concrete column, the horizontal bar with The concrete column is vertically arranged；

The horizontal bar includes first level muscle and the second horizontal bar, the first level muscle and the second horizontal bar phase It is mutually vertically arranged, the concrete column is run through in the first level muscle at least one end, is placed on the outside of the concrete column, described The concrete column is run through in second horizontal bar at least one end, is placed on the outside of the concrete column.

Further, the concrete column is the concrete column that cross section is " L-type ", the first level muscle and described the One end of two horizontal bars extends through two L-type sides of the concrete column, is placed in the concrete column lateral outer, shape It is the prefabricated node component of armored concrete of " L-type " at cross section.

Further, the concrete column is the concrete column that cross section is " T-type ", and first level muscle one end is run through Other two side of the concrete column is run through at one side of the concrete column, second horizontal bar both ends, is formed Cross section is the prefabricated node component of armored concrete of " T-type ".

Further, the concrete column is the concrete column that cross section is " cross ", the first level muscle and institute Stating the second horizontal bar is four sides that both ends extend through the concrete column, forms the reinforcing bar that cross section is " cross " Concrete prefabricated node component.

Further, the both ends of the concrete column are preset with supporting leg；The vertical muscle includes stretching out vertical muscle, and described stretch out is indulged The concrete column is run through in the one or both ends of muscle, is placed in outside the concrete column.

Further, the supporting leg is equipped with hole for hoist.

The advantages of the utility model: the utility model, by Prefabrication, forms reinforcing bar using building yin-yang angular position Concrete prefabricated node component makes it meet construction standards in the design phase by the optimization design of prefabricated node component size Then the design requirement of edge member carries out Prefabrication in PC factory, forms the prefabricated node component of armored concrete, building The construction and installation stage replaces building yin-yang angle cast-in-place concrete pouring construction process by the installation of prefabricated node component, and construction is existing The prefabricated node installation in field is efficient and convenient, and construction quality fully meets design by pre-fabricated factory strict control, yin-yang angle squareness It is required that eliminating the complicated technology of live mold installation, difficulty of construction is reduced, the site operation set-up time is improved, is saved Construction cost, application effect are more satisfactory.

Detailed description of the invention:

In order to illustrate the embodiment of the utility model or the technical proposal in the existing technology more clearly, below will be to embodiment Or attached drawing needed to be used in the description of the prior art is briefly described, it should be apparent that, the accompanying drawings in the following description is only It is some embodiments of the utility model, for those of ordinary skill in the art, in the premise not made the creative labor Under, it is also possible to obtain other drawings based on these drawings.

Fig. 1 is the structural schematic diagram of the prefabricated node component of armored concrete of " L-type "；

Fig. 2 is the top view of Fig. 1；

Fig. 3 is the structural schematic diagram of the prefabricated node component of armored concrete of " T-type "；

Fig. 4 is the top view of Fig. 3；

Fig. 5 is the structural schematic diagram of the prefabricated node component of armored concrete of " cross "；

Fig. 6 is the top view of Fig. 5；

Fig. 7 is the longitudinally mounted scheme of installation of the present embodiment.

In figure: concrete column 1 indulges muscle 2, stretches out and indulges muscle 2.1, horizontal bar 3, first level muscle 3.1, the second horizontal bar 3.2, Supporting leg 4, hole for hoist 5, compound straight screw sleeve 6, supporting leg key pipe 7.

Specific embodiment:

The following will be combined with the drawings in the embodiments of the present invention, carries out the technical scheme in the embodiment of the utility model Clearly and completely describe, it is clear that the described embodiments are only a part of the embodiments of the utility model, rather than whole Embodiment.Based on the embodiments of the present invention, those of ordinary skill in the art are without creative efforts Every other embodiment obtained, fall within the protection scope of the utility model.

The prefabricated node component of armored concrete, including concrete column 1, concrete column 1 is interior to be equipped with vertical muscle 2 and horizontal bar 3, indulges Muscle 2 is arranged along the length direction of concrete column 1, and horizontal bar 3 is vertically arranged with concrete column 1；

The both ends of concrete column 1 are preset with supporting leg 4, and supporting leg 4 is equipped with hole for hoist 5；Vertical muscle 2 includes stretching out vertical muscle 2.1, is stretched Concrete column 1 is run through in the one or both ends for indulging muscle 2.1 out, is placed in outside concrete column 1.

Horizontal bar 3 includes first level muscle 3.1 and the second horizontal bar 3.2, first level muscle 3.1 and the second horizontal bar 3.2 It is arranged in a mutually vertical manner, as depicted in figs. 1 and 2, concrete column 1 is the concrete column 1 that cross section is " L-type ", first level muscle 3.1 Two sides that concrete column 1 is extended through with one end of the second horizontal bar 3.2 form the reinforced concrete that cross section is " L-type " The prefabricated node component of soil.

As shown in Figure 3 and Figure 4, concrete column 1 is the concrete column 1 that cross section is " T-type ", 3.1 one end of first level muscle Through a side of concrete column 1, other two side of concrete column 1 is run through at 3.2 both ends of the second horizontal bar, is formed transversal Face is the prefabricated node component of armored concrete of " T-type ".

As shown in Figure 5 and Figure 6, concrete column 1 is the concrete column 1 that cross section is " cross ", 3.1 He of first level muscle The both ends of second horizontal bar 3.2 extend through four sides of concrete column 1, form the reinforced concrete that cross section is " cross " The prefabricated node component of soil.

The utility model discloses a kind of prefabricated node component of armored concrete, which is particularly suitable for assembled architecture The prefabricated node of yin-yang angular position, in order to preferably be suitable for different buildings, first optimization design concrete in the design process The planar dimension of column 1, supporting leg 4, the dimensions length for stretching out vertical muscle 2.1, first level muscle 3.1 and the second horizontal bar 3.2, according to setting The prefabricated node component of the variety classes of meter carries out the factorial production and forms the prefabricated node component of armored concrete.

When carrying out longitudinally mounted at the construction field (site), it is prefabricated that supporting leg key pipe 7 is previously inserted to the lower layer installed first In the supporting leg 4 of node, there are hole for hoist 5 on the supporting leg 4 of contiguous prefabricated node, lifting equipment is by prefabricated node handling to be installed To 7 top of supporting leg key pipe being installed, node supporting leg 4 to be installed is inserted in the supporting leg key pipe 7 installed by vertical drop The middle preliminary installation for completing prefabricated node, the compound straight screw sleeve 6 that connection is stretched out on vertical muscle 2.1 complete prefabricated node longitudinal direction steel The connection of muscle then carries out the concreting work of the cast-in-place seam of reinforcing bar connecting portion, realizes the success of building cast-in-place node Replacement.

When being transversely mounted at the construction field (site), by precast wall body lifting in place, by precast wall body protrude horizontally up muscle with The extension of the first level muscle 3.1 of prefabricated node or the second horizontal bar 3.2 is arranged and is bound, and then carries out reinforcing bar interconnecting piece The concreting work of the cast-in-place seam in position, realizes the successful replacement of building cast-in-place node.

The above is only the preferred embodiment of the utility model only, is not intended to limit the utility model, all at this Within the spirit and principle of utility model, any modification, equivalent replacement, improvement and so on should be included in the utility model Protection scope within.

Claims

1. the prefabricated node component of armored concrete, which is characterized in that it includes concrete column, and vertical muscle is equipped in the concrete column And horizontal bar, the vertical muscle are arranged along the length direction of the concrete column, the horizontal bar is vertical with the concrete column to be set It sets；

The horizontal bar includes first level muscle and the second horizontal bar, and the first level muscle and second horizontal bar mutually hang down The concrete column is run through in straight setting, the first level muscle at least one end, is placed on the outside of the concrete column, described second The concrete column is run through in horizontal bar at least one end, is placed on the outside of the concrete column.

2. the prefabricated node component of armored concrete according to claim 1, which is characterized in that the concrete column is transversal Face is the concrete column of " L-type ", and one end of the first level muscle and second horizontal bar extends through the concrete column Two L-type sides, be placed in the concrete column lateral outer, formed cross section be " L-type " the prefabricated section of armored concrete Point component.

3. the prefabricated node component of armored concrete according to claim 1, which is characterized in that the concrete column is transversal Face is the concrete column of " T-type ", and a side of the concrete column is run through in first level muscle one end, and described second is horizontal Other two side of the concrete column is run through at muscle both ends, forms the prefabricated node structure of armored concrete that cross section is " T-type " Part.

4. the prefabricated node component of armored concrete according to claim 1, which is characterized in that the concrete column is transversal Face is the concrete column of " cross ", and the first level muscle and second horizontal bar are that both ends extend through the coagulation Four sides of earth pillar form the prefabricated node component of armored concrete that cross section is " cross ".

5. the prefabricated node component of armored concrete according to claim 1 to 4, which is characterized in that the concrete column Both ends be preset with supporting leg；The vertical muscle includes stretching out vertical muscle, and the concrete is run through in the one or both ends for stretching out vertical muscle Column is placed in outside the concrete column.

6. the prefabricated node component of armored concrete according to claim 5, which is characterized in that the supporting leg is equipped with lifting Hole.