Patent Grant
11686084
The present application is the National phase of International Application No. PCT/CN2021/076428, titled “PREFABRICATED CONCRETE BEAM-COLUMN NODE AND CONSTRUCTION METHOD THEREFOR”, filed on Dec. 25, 2021, which claims the priority to Chinese Patent Application No. 202110113801.9, titled “PREFABRICATED CONCRETE BEAM-COLUMN NODE AND CONSTRUCTION METHOD THEREFOR”, filed with the China National Intellectual Property Administration on Jan. 27, 2021, all of which are incorporated herein by reference.
The present application relates to the technical field of construction, and more specifically, to a construction method for a prefabricated concrete beam-column node. In addition, a prefabricated concrete beam-column node used in the construction method for the prefabricated concrete beam-column node is further provided according to the present application.
Since an on-site construction method has disadvantages of lower production efficiency, serious waste of resources, poor quality control, and great negative impact on the environment, a prefabricated building characterized by “industrialization in component production and modularization in construction operation” came into being.
In order to ensure that the prefabricated building can exert its overall force-bearing performance, it is necessary to connect components through node, so that the components are stressed together under a loaded state. Due to the complex stressed mechanism of the building structure, the node is generally not in a uniaxial stressed state, and the node is required to have sufficient strength and rigidity to bear and transfer complex force while ensuring small deformation.
It is too costly to construct a prefabricated building just with steel structural parts, which is difficult to promote in civil buildings. A concrete prefabricated building is economical and practical, but the construction condition is complex and the operation is cumbersome. The existing connecting method of concrete prefabricated building mainly includes dry connection and wet connection. Dry connection is welding or bolt connection. The construction steps of welding are relatively complicated, and the quality of welding is easily affected by material and operation proficiency. Bolt connection requires multiple rows of bolt holes on the component, and the construction speed is slow. Wet connection is realized by pouring concrete afterward. A formwork is required for concrete pouring, the construction is complicated, the operation is cumbersome, and the construction requirement is high, and the construction speed is therefore slow.
In summary, how to simplify a construction method for a concrete prefabricated building is a problem to be solved by those skilled in the art.
In view of this, an object according to the present application is to provide a construction method for a prefabricated concrete beam-column node, which simplifies welding connection and performs step-by-step pouring of a concrete beam, greatly simplifies the construction procedure and reduces the construction difficulty.
In addition, a prefabricated concrete beam-column node used in the construction method for the prefabricated concrete beam-column node is further provided according to the present application.
In order to achieve the above objects, the following technical solutions are provided in the present application:
A construction method for a prefabricated concrete beam-column node includes:
Preferably, the mounting studs on each node connector includes:
Preferably, the overlapping each node connector with the corresponding hidden corbel includes:
Preferably, the pouring a concrete beam between two circumferential reinforcing plates includes:
Preferably, the pouring the concrete beam between the circumferential reinforcing plates and the structural columns includes:
A prefabricated concrete beam-column node includes structural columns, a concrete beam, and node connectors connecting the structural columns with the concrete beam. The node connectors are horizontally arranged at two ends of the concrete beam, and a grouting port is defined on an upper surface of each node connector.
A circumferential reinforcing plate is arranged in each node connector, and a through groove hole is defined on each circumferential reinforcing plate.
A hidden corbel is welded to a side flange of each structural column, each hidden corbel is pre-embedded in the concrete beam, and, the hidden corbels and the structural columns are welded to the node connectors.
Preferably, multiple reserved rebar holes for mounting longitudinal rebars are defined on each circumferential reinforcing plate, and the longitudinal rebars are configured to connect the concrete beam on two sides of each circumferential reinforcing plate.
Preferably, each node connector includes an upper flange steel plate in contact with an upper flange of the concrete beam, a lower flange steel plate in contact with a lower flange of the concrete beam, and a side steel plate. The side steel plate is configured to connect the upper flange steel plate with the lower flange steel plate.
The grouting port is defined at a front end of each upper flange steel plate.
Preferably, each structural column includes a steel column or a concrete column, and a hoop plate is provided on an outer circumference of each concrete column.
In the construction method for the prefabricated concrete beam-column node according to the present application, the side flange of each structural column is welded to the corresponding hidden corbel, the hidden corbel can support the upper surface of the corresponding node connector to a certain extent, and since the hidden corbels are connected to the structural columns and the node connectors, the arrangement of the hidden corbels increases the connection strength between the node connectors and the structural columns, and increases the bending resistance of the two ends of the concrete beam.
The concrete beam can be divided into a middle section between the two circumferential reinforcing plates and connection sections between the circumferential reinforcing plates and adjacent structural columns. The middle section and the connection sections are constructed step by step. The volume of concrete to be poured is small and the pouring shape is regular, which reduces the construction difficulty of pouring.
Since the welding process is only used at the node connectors and the joints between the node connectors and the structural columns, positions to be welded are reduced, and the structure of the welding portion is simplified, which further reduces the construction difficulty of the welding. For wet connection with complex construction condition, cumbersome procedure and long construction period, compared with integral pouring, the step-by-step pouring has a small volume in single pouring and a regular pouring shape, which greatly reduces the construction difficulty.
Therefore, the construction method for the prefabricated concrete beam-column node according to the present application ensures the structural strength of the concrete beam-column node, and is economical, effective, and convenient for construction.
In addition, the prefabricated concrete beam-column node used in the construction method for the prefabricated concrete beam-column node is further provided according to the present application.
For more clearly illustrating embodiments of the present application or the technical solutions in the conventional technology, drawings referred to for describing the embodiments or the conventional technology will be briefly described hereinafter. The drawings in the following description are only examples of the present application, and for those skilled in the art, other drawings may be obtained based on the provided drawings without any creative efforts.
The reference numerals in
The technical solutions according to the embodiments of the present application will be described clearly and completely as follows in conjunction with the drawings in the embodiments of the present application. It is apparent that the described embodiments are only a part of the embodiments according to the present application, rather than all the embodiments. Based on the embodiments in the present application, all of other embodiments, made by the those skilled in the art without any creative efforts, fall into the scope of the present application.
A core according to the present application is to provide a construction method for a prefabricated concrete beam-column node, which simplifies welding connection and performs step-by-step pouring of a concrete beam, greatly simplifies the construction procedure and reduces the construction difficulty.
A prefabricated concrete beam-column node used in the construction method for the prefabricated concrete beam-column node is further provided according to the present application.
Referring to
It should be noted that, a rear end mentioned herein refers to an end relatively close to a concrete beam 2, and a front end refers to an end relatively close to a structural column 1.
A construction method for a prefabricated concrete beam-column node according to the present application includes:
It should be explained for the step S1 that the studs are welded to an inner wall of each node connector 3, so as to be pre-embedded in the concrete beam 2 through the subsequent pouring process of the concrete beam 2 to increase the connection strength between the node connectors 3 and the concrete beam 2. A length of the studs can be determined according to a design height of the concrete beam 2 in actual construction process, which prevents too short length of the studs from affecting the connection strength or too long length of the studs from affecting the structural strength of the concrete beam 2.
The lengths of the node connectors 3 at two ends of the concrete beam 2 may be the same or different. Preferably, the lengths of the node connectors 3 at the two ends of the concrete beam 2 may be set to be the same, so as to facilitate calculation during processing.
Preferably, the studs are evenly distributed in a length direction of the concrete beam 2, so that the force is relatively uniformly distributed on the node connectors 3.
Preferably, the mounting studs on each node connector 3 includes:
It should be explained for the step S11 that, considering that a grouting port 311 for pouring the concrete beam 2 is reserved at a front end of each upper flange steel plate 31, the studs are only arranged at a rear end of each upper flange steel plate 31.
The studs are welded to an inner wall of each upper flange steel plate 31, an inner wall of each lower flange steel plate 32 and an inner wall of each side steel plate 33. Preferably, a spacing of the studs on each upper flange steel plate 31, a spacing of the studs on each lower flange steel plate 32 and a spacing of the studs on each side steel plate 33 may be the same.
It should be explained for the step S2 that, each circumferential reinforcing plate 4 is welded between the upper flange steel plate 31 and the lower flange steel plate 32 of each node connector 3 by fillet weld. A specific position of the circumferential reinforcing plate 4 on each node connector 3 is determined according to actual construction requirements such as a design length of the concrete beam 2, and a length of a pouring formwork. Preferably, the circumferential reinforcing plates 4 of the node connectors 3 at two ends of the concrete beam 2 can be set to have the same length from an end of each node connector 3 away from the corresponding structural column 1.
It should be explained for the step S3 that, the longitudinal rebar 6 is configured to connect the concrete beam 2 on two sides of the circumferential reinforcing plate 4, and improve the tensile and bending strength of the concrete beam 2 on sections where the circumferential reinforcing plates 4 are located.
Preferably, the step S3 may include:
Preferably, the reserved rebar holes are evenly distributed on the section where each circumferential reinforcing plate 4 is located.
It should be explained for the step S5 that, the hidden corbel 5 is perpendicularly welded to the side flange of each structural column 1 by fillet weld, so that the node connectors 3 are supported by the hidden corbels 5 and the connection strength of the joints between the structural columns 1 and the node connectors 3 is increased. A size and a shape of the hidden corbels 5 are determined according to actual construction requirements with reference to the conventional technology, which may not be repeated here.
Each structural column 1 mainly includes two types: steel column 11 and concrete column 12. For the steel column 11, the hidden corbel 5 can be directly welded to the side flange of each steel column 11. For the concrete column 12, a hoop plate 121 is provided on the side flange of each concrete column 12, and since the hoop plate 121 is a steel plate, the hidden corbel 5 can be directly welded to the hidden corbel 5.
In addition, the hidden corbel 5 may be replaced with a corbel 7, and the corbel 7 is welded between a lower flange of the concrete beam 2 and the side flange of each structural column 1, as shown in
It should be explained for the step S6 that, the concrete beam 2 is lifted by a crane or other lifting device. The standard for hoisting in place is that the node connectors 3 on two sides of the concrete beam 2 are in contact with the side flanges of the structural columns 1 and lower surfaces of the upper flange steel plates 31 of the node connectors 3 are in contact with upper surfaces of the hidden corbels 5.
Preferably, each hidden corbel 5 is arranged in a symmetrical plane of each node connector 3, and each hidden corbel 5 has the best support effect on the corresponding upper flange steel plate 31.
Preferably, the step S6 may include:
The hidden corbel mounting hole may be arranged on the lower flange steel plate 32 or the side steel plate 33 of each node connector 3. A size of the hidden corbel mounting hole should meet the operating space requirement for the mounting of each hidden corbel 5.
It should be explained for the step S7 that, each node connector 3 is connected to the corresponding structural column 1 by fillet weld. Referring to
Preferably, in order to further enhance the connection strength between the node connectors 3 and the structural columns 1, a corbel may be provided between the side flange of each structural column 1 and a lower end surface of the corresponding lower flange steel plate 32.
In this embodiment, the welding process is only used at the node connectors 3 and the joints between the node connectors 3 and the structural columns 1, which reduces the number of structures that need to be welded, simplifies the structure of the welding portion, and further reduces the construction difficulty of the welding. For wet connection with complex construction condition, cumbersome procedure and long construction period, the step-by-step pouring method is used. The concrete beam 2 between the two circumferential reinforcing plates 4 is poured first, and then the concrete beam 2 between the circumferential reinforcing plates 4 and the structural columns 1 is poured. Compared with the integral pouring, the volume of concrete of single pouring is reduced and the shape is regular, which greatly reduces the construction difficulty. Therefore, the construction method for the prefabricated concrete beam-column node according to the present embodiment ensures the structural strength of the concrete beam-column node, and is economical, effective, and convenient for construction.
On the basis of the above embodiments, the step S4 may include:
It should be explained for the step S41 that, a plugging material is utilized to plug the groove hole on each circumferential reinforcing plate 4, and the plugging material may be selected as a common construction material such as foam plastic.
It should be explained for the step S42 that, the formwork is configured to pour a middle section of the concrete beam 2 located between the two circumferential reinforcing plates 4. When the pouring formwork is assembled, the two circumferential reinforcing plates 4 are respectively arranged at two ends of the formwork in a length direction. After the concrete is completely dry, the formwork is removed, the node connectors 3 are still connected to the concrete beam 2 due to the reserved studs on the inner wall surfaces, thereby realizing the pouring of the middle section of the concrete beam 2 and the connection between the middle section and the node connectors 3.
On the basis of the above embodiments, the step S9 may include:
It should be noted that, an object of removing the plugging material in each groove hole is to pour concrete into the groove hole so as to fill the space in each groove hole, prevent the concrete beam 2 from being interrupted at the groove hole and seriously affecting the structural strength of the concrete beam 2 and the beam-column node.
In addition to the construction method for the prefabricated concrete beam-column node, a prefabricated concrete beam-column node used in the construction method for the prefabricated concrete beam-column node is provided according to the present application, which includes structural columns 1, a concrete beam 2, and node connectors 3 connecting the structural columns 1 with the concrete beam 2. The node connectors 3 are horizontally arranged at two ends of the concrete beam 2, and a grouting port 311 is defined on an upper surface of each node connector 3. A circumferential reinforcing plate 4 is arranged in each node connector 3, and a through groove hole is defined on each circumferential reinforcing plate 4. A hidden corbel 5 is welded to a side flange of each structural column 1, each hidden corbel 5 is pre-embedded in the concrete beam 2, and, the hidden corbels 5 and the structural columns 1 are welded to the node connectors 3.
Preferably, each structural column 1 includes a steel column 11 or a concrete column 12, and a hoop plate 121 is provided on an outer circumference of each concrete column 12. The hoop plate 121 is a steel plate arranged around an outer circumference of each concrete column 12, so that each hidden corbel 5 or each corbel 7 can be welded to the corresponding hoop plate 121.
According to a sectional shape of the concrete column 12, the concrete column 12 may include a hollow concrete column or a solid concrete column. According to the pouring method, the concrete column 12 may include an onsite cast column, a precast column, and a prefabricated column shown in
In order to reduce the construction cost and mass of the structural column 1, each structural column 1 is a hollow steel pipe column, and a specific sectional shape of each steel pipe column is designed according to the strength requirements of architectural design with reference to the conventional technology, which will not be repeated here.
Preferably, referring to
Preferably, multiple reserved rebar holes for mounting longitudinal rebars 6 are defined on each circumferential reinforcing plate 4, and the longitudinal rebars 6 are configured to connect the concrete beam 2 on two sides of each circumferential reinforcing plate 4. An extending direction of the longitudinal rebars 6 is the same as the length direction of the concrete beam 2, which enhances the tensile strength of the concrete beam 2. The concrete beam 2 on the two sides of the circumferential reinforcing plate 4 is not only bonded at an interface between two pouring, but can also be connected by the longitudinal rebars 6, which greatly reduces the risk of breaking of the concrete beam 2 at the pouring interface.
Preferably, referring to
The above embodiments are described in a progressive manner. Each of the embodiments is mainly focuses on describing its differences from other embodiments, and reference may be made among these embodiments with respect to the same or similar parts.
The construction method for the prefabricated concrete beam-column node according to the present application has been described in detail above. The principle and the embodiments of the present application are illustrated herein by specific examples. The above description of examples is only intended to facilitate the understanding of the method and spirit of the present application. It should be noted that, for those skilled in the art, many modifications and improvements may be made to the present application without departing from the principle of the present application, and these modifications and improvements are also deemed to fall into the protection scope of the present application defined by the claims.
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| 202110113801.9 | Jan 2021 | CN | national |
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|---|---|---|---|
| PCT/CN2021/076428 | 2/10/2021 | WO |
| Publishing Document | Publishing Date | Country | Kind |
|---|---|---|---|
| WO2022/160388 | 8/4/2022 | WO | A |
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