CN214884339U

CN214884339U - Modular assembly type building component

Info

Publication number: CN214884339U
Application number: CN202120726293.7U
Authority: CN
Inventors: 莫崇规
Original assignee: Individual
Current assignee: Individual
Priority date: 2021-04-10
Filing date: 2021-04-10
Publication date: 2021-11-26
Anticipated expiration: 2031-04-10

Abstract

The utility model discloses modularization assembled building element uses standard module to assemble into the skeleton that can bear construction load, installation reinforcing bar and concreting in the skeleton, obtain the building structure with the same wholeness of cast-in-place building. The cost of a factory for constructing the fabricated construction member and the cost of customizing the mold are saved. The standard modules realize multidirectional connection and various types of connection, and the integrity of the framework assembled by the standard modules is equivalent to that of an integrally formed component. The modular assembly building element is light in weight and easy to produce, transport and install.

Description

Modular assembly type building component

Technical Field

The utility model relates to an assembly type structure field, more specifically say, relate to modularization assembly type building element and construction method.

Background

The assembly type building is an important gripper for promoting energy conservation, emission reduction and consumption reduction in the construction field. The existing assembly type building component factory has high construction difficulty and needs more investment; the cost for customizing the assembled building component mould is high; the assembled building components are heavy, the transportation cost is high, and the hoisting difficulty is high; the integrity deviation of the fabricated building and the like. The problems make the assembly type building difficult to popularize and apply. The modular assembly type building component is characterized in that an assembly type building component framework is assembled by prefabricated standard modules, reinforcing steel bars are installed inside the assembly type building component framework, and internal concrete is poured behind the assembly type building component framework. The modular assembly building element reduces the dependence on the assembly building element factory; only the die of the prefabricated standard module needs to be customized, so that the cost for customizing the die is greatly reduced; before the concrete is poured, the modularized assembly type building component is light in weight, low in transportation cost and easy to install; the concrete in the modular assembly type building component is constructed by post-pouring, and has the integrity same as that of a cast-in-place building.

Disclosure of Invention

In order to overcome the deficiency of the background art, the utility model discloses modularization assembled building element has following advantage: the modular assembly building element reduces the dependence on the assembly building element factory; the customization cost of the die is greatly reduced; the modular assembly type building component has light weight, low transportation cost and easy installation; has the same integrity as cast-in-place buildings. The standard module of the modular assembly type building component realizes multidirectional connection and various types of connection; the frame formed by assembling the standard modules has the integrity equivalent to an integrally formed component, so that the frame has the capacity of bearing construction load; standard modules also have the advantage of being easy to produce, transport and install.

The utility model discloses modularization assembled building element, include: the framework, the steel bars and the concrete; the framework is formed by assembling standard modules, and the standard modules are prefabricated parts; the steel bar is arranged in the framework and is simultaneously arranged with the standard module, or is arranged after the standard module is assembled; after the framework and the reinforcing steel bars are installed, post-pouring construction is adopted for the concrete; the standard modules are composed of side plates and web plates, the standard modules are connected together in the horizontal direction and the vertical direction at the same time, and a framework formed by connecting the standard modules in the horizontal direction and the vertical direction is used for bearing construction load; the side plates and the web plates are prefabricated as a whole, the adjacent side plates are connected together in the horizontal direction and the vertical direction, the adjacent web plates are connected together in the horizontal direction and the vertical direction, and the web plates and the side plates of the adjacent standard modules are connected together in the horizontal direction and the vertical direction; the standard modules are connected by clamping grooves, plane adhesion and clamping. The standard modules are alternately connected with each other on the plane and can be overlapped together in a staggered way in the vertical direction. The standard modules realize multidirectional connection and various types of connection, and the integrity of the framework assembled by the standard modules is equivalent to that of an integrally formed component. The modular prefabricated building components are manufactured in a factory or on site.

The web plate consists of a web plate transverse plate and a web plate flat plate; an oblique angle is formed between the web transverse plates and the side plates, so that the two web transverse plates form a large head and a small head, and the webs are mutually clamped and connected in the horizontal direction by the large head and the small head; an oblique angle is formed between the web transverse plate and the side plates and is used for transmitting the shearing force between the two adjacent side plates, and the web transverse plate and the side plates bear the bending moment of the cross section together; the two ends of the side plate are provided with convex grooves, the web plate is provided with a groove, and the groove on the web plate is connected with the convex groove on the adjacent side plate by a clamping groove; the web flat plate and the side plate are parallel to each other, the web flat plate is bonded with the side plate plane of the adjacent standard module, and the rest adjacent side plates and the web are bonded together in a plane mode. The standard module and the non-standard module are assembled together, and the end plugging of the component, the corner of the component and the like can be completed.

The web plate is provided with a hole or a gap for the reinforcing steel bars and the concrete to pass through the web plate to form an integral structure.

The web transverse plates are provided with clamping grooves and are mutually connected by the clamping grooves.

The utility model discloses construction method of modularization assembled building element as shear force wall contains following step:

assembling a standard module, and simultaneously installing horizontal distribution ribs of a shear wall and the standard module; when the shear wall comprises the hidden beam and the hidden column, the hidden beam stirrups and the hidden column stirrups are installed with the standard module at the same time, and the longitudinal stress reinforcements of the hidden beam are installed with the standard module at the same time;

step two, after the standard module is assembled, installing vertical stress ribs of the shear wall; when the shear wall contains the hidden column, the vertical stress rib of the hidden column is installed;

step three, when the modular assembly type building component is prefabricated outside a field, transporting and hoisting the shear wall framework and the internal steel bars in place;

and step four, pouring concrete together with the column, the beam and the plate.

The utility model discloses when modularization assembled building element was as the roof beam, the district was drawn and the pressurized district of roof beam was post-cast reinforced concrete structure, and the bearing capacity matches with cast-in-place reinforced concrete structure, and roof beam construction method is as follows, contains following step:

binding beam bottom stress bars and stirrups together, wherein the beam stirrups need to be spaced according to the design spacing and the positions of the holes in the standard modules;

secondly, assembling a standard module on the beam bottom stress rib, and enabling the beam stirrup to penetrate through the hole in the standard module;

thirdly, penetrating a beam top stress rib into the top of the assembled standard module;

transporting and hoisting the beam framework and the internal steel bars in place when the modular assembly type building component is prefabricated outside the field;

and step five, pouring concrete together with the columns, the shear walls and the plates.

The utility model discloses construction method as the post of modularization assembled building element is the same with the construction method of interior hidden post of shear wall, contains following step:

assembling a standard module, and simultaneously installing a column stirrup and the standard module;

step two, after the standard module is assembled, installing vertical stress bars of the columns;

step three, when the modular assembly type building component is prefabricated outside the field, the column framework and the internal steel bars are transported and hoisted in place;

and step four, pouring concrete together with the wall, the beam and the plate.

The utility model discloses modularization assembly type building element does not install the reinforcing bar or does not pour the concrete and be used as non-bearing member.

The modular assembly type building component of the utility model is filled with heat insulation materials as the component with heat insulation performance; the decorative surface layer is made on the side plate and used as a structural and decorative integrated component.

The standard module plane bonding material is cement paste, organic material, inorganic material or mixed material consisting of organic material and inorganic material; or the standard modules are not subjected to plane bonding by using a bonding material and are used as temporary members.

Through the technical scheme, the utility model discloses technical scheme's beneficial effect is: the cost for constructing a factory of the assembled building component is saved; the cost for customizing the mould is saved; the modular assembly type building component is light in weight, and the transportation cost is saved; the integrity of the cast-in-place building is the same; multi-direction connection and multi-type connection are realized; the frame formed by assembling the standard modules has the integrity equivalent to an integrally formed component; easy to produce, transport and install.

Drawings

For a clearer explanation of the invention, reference will be made below to a schematic view of a modular assembly type building element, the following figures being only examples of the invention, it being possible for a person skilled in the art to derive further figures from the provided figures without inventive effort.

FIG. 1 is a schematic view of a modular fabricated building component shear wall:

a framework 1 and a steel bar 2;

fig. 2 is a schematic longitudinal section of a modular fabricated building element column:

the steel bar reinforced concrete structure comprises a framework 1, a steel bar 2 and concrete 3;

fig. 3 is a schematic diagram of modular prefabricated building component standard module connection:

a standard module 11;

fig. 4 is a schematic view of modular prefabricated building components:

the standard module 11, the side plate 111, the web 112, the web transverse plate 1121 and the web flat plate 1122;

fig. 5 is a schematic view of a modular fabricated building element beam:

skeleton 1, reinforcing bar 2.

Detailed Description

Embodiment 1, as shown in fig. 1, 2, 3 and 4, the modular assembly building component of the present invention comprises: the steel bar reinforced concrete frame comprises a framework 1, a steel bar 2 and concrete 3; the framework 1 is formed by assembling standard modules 11, and the standard modules 11 are prefabricated parts; the steel bar 2 is arranged in the framework 1 and is arranged simultaneously with the standard module 11, or is arranged after the standard module 11 is assembled; after the framework 1 and the reinforcing steel bars 2 are installed, post-pouring construction is adopted for the concrete 3; the standard modules 11 are composed of side plates 111 and web plates 112, the standard modules 11 are connected together in the horizontal direction and the vertical direction at the same time, and the framework 1 formed by connecting the standard modules 11 in the horizontal direction and the vertical direction is used for bearing construction load; the side plates 111 and the webs 112 are prefabricated as a whole, adjacent side plates 111 are connected to each other in the horizontal direction and the vertical direction, adjacent webs 112 are connected to each other in the horizontal direction and the vertical direction, and the webs 112 are connected to the side plates 111 of the adjacent standard modules 11 in the horizontal direction and the vertical direction; the standard modules 11 are connected by clamping grooves, plane adhesion and clamping.

Embodiment 2, as shown in fig. 3 and 4, the modular assembly building component of the present invention, the web 112 is composed of a web transverse plate 1121 and a web flat plate 1122; an oblique angle is formed between the web transverse plates 1121 and the side plates 111, so that the two web transverse plates 1121 form a large head and a small head, and the webs 112 are mutually clamped and connected in the horizontal direction by the large head and the small head; an oblique angle is formed between the web transverse plate 1121 and the side plate 111 and is used for transmitting the shearing force between two adjacent side plates 111, and the bending moment of the cross section is borne by the web transverse plate 1121 and the side plate 111; the two ends of the side plate 111 are provided with convex grooves, the web plate 1122 is provided with a groove, and the groove on the web plate 1122 is connected with the convex groove on the adjacent side plate 111 by a clamping groove; the web plate 1122 and the side plate 111 are parallel to each other, the web plate 1122 and the side plate 111 of the adjacent standard module 11 are plane-bonded together, and the remaining adjacent side plates 111 and webs 112 are plane-bonded together.

Embodiment 3, as shown in fig. 2, 3 and 4, the modular assembly building component of the present invention has a hole or a notch on the web 112 for the reinforcing bars 2 and the concrete 3 to pass through the web 112 to form an integral structure.

Embodiment 4, as shown in fig. 4, the modular assembly building component of the present invention has a slot on the web transverse plate 1121, and the web transverse plates 1121 are connected to each other by the slot.

Embodiment 5, as shown in fig. 1, fig. 2 and fig. 3, the construction method of the modular assembly type building component as a shear wall of the present invention includes the following steps:

assembling a standard module 11, and installing shear wall horizontal distribution ribs and the standard module 11 at the same time; when the shear wall comprises the hidden beam and the hidden column, the hidden beam stirrups and the hidden column stirrups are installed simultaneously with the standard module 11, and the longitudinal stress reinforcements of the hidden beam are installed simultaneously with the standard module 11;

step two, after the standard module 11 is assembled, installing vertical stress ribs of the shear wall; when the shear wall contains the hidden column, the vertical stress rib of the hidden column is installed;

step three, when the modular assembly type building component is prefabricated outside a field, transporting and hoisting the shear wall framework 1 and the internal steel bars 2 in place;

and step four, pouring concrete 3 together with the column, the beam and the plate.

Embodiment 6, as shown in fig. 2, 3 and 5, the construction method of the present invention for a modular assembly type building component as a beam comprises the following steps:

step one, binding beam bottom stress bars and stirrups together, wherein the beam stirrups need to be spaced according to the design spacing and the positions of the holes in the standard modules 11;

secondly, assembling a standard module 11 on the beam bottom stress rib, and enabling the beam stirrup to penetrate through a hole in the standard module 11;

thirdly, penetrating a beam top stress rib into the top of the assembled standard module 11;

transporting and hoisting the beam framework 1 and the internal steel bars 2 in place when the modular assembly type building component is prefabricated outside the field;

and step five, pouring concrete 3 together with the columns, the shear walls and the plates.

Embodiment 7, as shown in fig. 2, 3 and 4, the construction method of the modular assembly building component of the present invention as a column includes the following steps:

step one, assembling a standard module 11, and installing a column stirrup and the standard module 11 at the same time;

step two, after the standard module 11 is assembled, installing a vertical stress rib of the column;

step three, when the modular assembly type building component is prefabricated outside the field, the column framework 1 and the internal steel bars 2 are transported and hoisted in place;

and step four, pouring concrete 3 together with the wall, the beam and the plate.

Example 8, as shown in fig. 1, 2, 3 and 4 the modular prefabricated building element of the present invention is used as a non-load bearing element without installing the reinforcing bars 2 or pouring the concrete 3.

Embodiment 9, as shown in fig. 1, fig. 2, fig. 3, fig. 4, and fig. 5, the modular assembly type building component of the present invention is used as a component having heat insulation performance by filling heat insulation material inside the modular assembly type building component; a finishing layer is formed on the side plate 111 as a structural and decorative integrated member.

Example 10, as shown in fig. 1, fig. 2, fig. 3, fig. 4 and fig. 5, the modular prefabricated building component of the present invention has a standard module 11, in which the planar adhesive material is a mixture of cement paste, organic material, inorganic material, or organic material and inorganic material; or the standard modules 11 are plane-bonded without using an adhesive material therebetween to serve as temporary members.

Any person skilled in the art can make modifications or modify equivalent embodiments according to the technical content disclosed above without departing from the technical solution of the present invention, but any simple modification, equivalent change and modification made to the above embodiments according to the technical substance of the present invention still fall within the scope of the technical solution of the present invention.

Claims

1. Modular assembly building element, characterized in that it comprises: the steel bar reinforced concrete frame comprises a framework (1), a steel bar (2) and concrete (3); the framework (1) is formed by assembling standard modules (11), and the standard modules (11) are prefabricated parts; the steel bar (2) is arranged in the framework (1) and is simultaneously arranged with the standard module (11), or is arranged after the standard module (11) is assembled; after the framework (1) and the reinforcing steel bars (2) are installed, the concrete (3) is subjected to post-pouring construction; the standard modules (11) are composed of side plates (111) and web plates (112), the standard modules (11) are connected together in the horizontal direction and the vertical direction at the same time, and the frameworks (1) formed by connecting the standard modules (11) in the horizontal direction and the vertical direction are used for bearing construction loads; the side plates (111) and the web plates (112) are prefabricated as a whole, the adjacent side plates (111) are connected with each other in the horizontal direction and the vertical direction, the adjacent web plates (112) are connected with each other in the horizontal direction and the vertical direction, and the web plates (112) are connected with the side plates (111) of the adjacent standard modules (11) in the horizontal direction and the vertical direction; the standard modules (11) are connected by clamping grooves, plane adhesion and clamping.

2. The modular fabricated building element according to claim 1, wherein the web (112) is comprised of a web cross plate (1121) and a web flat plate (1122); an oblique angle is formed between the web transverse plates (1121) and the side plates (111), so that the two web transverse plates (1121) form a large head and a small head, and the webs (112) are mutually clamped and connected in the horizontal direction by the large head and the small head; an oblique angle is formed between the web transverse plate (1121) and the side plate (111) and is used for transmitting the shearing force between two adjacent side plates (111), and the web transverse plate (1121) and the side plate (111) share the bending moment of the cross section; the two ends of the side plate (111) are provided with convex grooves, the web plate (1122) is provided with a groove, and the groove on the web plate (1122) is connected with the convex groove on the adjacent side plate (111) by a clamping groove; the web flat plate (1122) and the side plate (111) are parallel to each other, the web flat plate (1122) is in plane bonding with the side plate (111) of the adjacent standard module (11), and the rest of the adjacent side plates (111) and the web (112) are in plane bonding.

3. The modular assembly building element according to claim 1 or 2, wherein the web (112) is provided with holes or indentations for the passage of the reinforcement (2) and the concrete (3) through the web (112) to form a unitary structure.

4. The modular assembly building component of claim 1, 2 or 3, wherein the web cross member (1121) has a locking groove, and the web cross members (1121) are connected to each other by the locking groove.

5. The modular prefabricated building element according to claim 1, 2 or 3, characterized in that no reinforcing bars (2) or no concrete (3) are installed as non-load bearing elements.

6. The modular assembly building component of claim 1, 2 or 3, wherein the interior of the modular assembly building component is filled with insulation material for use as a component having insulation properties; a finishing surface layer is made on the side plate (111) to be used as a structural and decorative integrated member.

7. The modular prefabricated building element according to claim 1, 2 or 3, wherein the standard module (11) plane adhesive material is a cement paste, an organic material, an inorganic material, or a mixed material of an organic material and an inorganic material; or the standard modules (11) are bonded in a plane without using an adhesive material.