CN111561162A - Frame system installation process based on fabricated building - Google Patents
Frame system installation process based on fabricated building Download PDFInfo
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- CN111561162A CN111561162A CN202010497600.9A CN202010497600A CN111561162A CN 111561162 A CN111561162 A CN 111561162A CN 202010497600 A CN202010497600 A CN 202010497600A CN 111561162 A CN111561162 A CN 111561162A
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
- E04B1/21—Connections specially adapted therefor
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/20—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts consisting of concrete, e.g. reinforced concrete, or other stonelike material
- E04B1/21—Connections specially adapted therefor
- E04B1/215—Connections specially adapted therefor comprising metallic plates or parts
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
- E04B5/023—Separate connecting devices for prefabricated floor-slabs
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B5/00—Floors; Floor construction with regard to insulation; Connections specially adapted therefor
- E04B5/02—Load-carrying floor structures formed substantially of prefabricated units
- E04B5/04—Load-carrying floor structures formed substantially of prefabricated units with beams or slabs of concrete or other stone-like material, e.g. asbestos cement
Abstract
The invention discloses a frame system installation process based on an assembly type building; the process comprises base installation, ground ring beam installation, upright column installation, connecting piece installation, first-layer beam installation, second-layer floor installation, pipeline installation, second-layer beam installation, third-layer floor installation, pipeline installation, roof oblique beam installation and roof panel installation. The assembly type building is a great direction for the development of the building industry in the new era and will become the mainstream of the development of the building industry. The villa building is taken as an example, the system design is carried out on all the components of the main body framework, and the installation process is explained. Each part has reasonable design and reliable installation, and has practical value of trial run and popularization.
Description
Technical Field
The invention relates to the field related to assembly villa construction, in particular to a building frame system installation process based on an assembly villa.
Background
For over a decade, the construction industry in China has been rapidly developed. However, with the development of socio-economic, some problems are gradually revealed. Such as: the development is extensive, and the material waste is serious; the pollution is serious, and the environment is influenced; the labor is excessively depended on, and the recruitment is difficult. Therefore, the traditional technology is not suitable for new development requirements, and the building industry must accelerate transformation to meet the development requirements of new situation.
The method is suitable for the great trend of green development in order to meet the requirements of energy conservation and emission reduction. The fabricated building is a deep integration of industry and building industry, and is a necessary result of industrial application in the building industry. The assembly type building is a new direction for the development of the building industry, and the assembly type building can become one of the main realization modes of various buildings.
Disclosure of Invention
Accordingly, to address the above-described deficiencies, the present invention provides a frame system installation process for a prefabricated building. The assembly type building is a great direction for the development of the building industry in the new era and will become the mainstream of the development of the building industry. The villa building is taken as an example, the system design is carried out on all the components of the main body framework, and the installation process is explained. Each part has reasonable design and reliable installation, and has practical value of trial run and popularization.
The invention is realized by constructing a frame system installation process based on an assembly type building, which is characterized in that; the method is carried out as follows;
step 1, base installation: marking and positioning the installation position; tamping a ground foundation; making a cushion layer and leveling; mounting a base;
step 2, mounting the ground ring beam: mounting, namely placing two ends of the ground ring beam into the base;
step 3, column installation: hoisting the main column into the base; adjusting and fixing the position; pouring high-strength concrete into gaps at the base;
step 4, mounting a connecting piece: marking to determine a position; welding a connecting piece;
step 5, mounting a layer of cross beams: hoisting the beam and adjusting the position; welding steel bars; pouring high-strength concrete at the joint;
step 6, installing second-floor slabs: preprocessing a floor slab close to a corner; hoisting a floor slab and adjusting the position; welding steel bars;
step 7, pipeline installation: pre-burying an electric pipeline; pouring high-strength concrete at the joint;
step 8, mounting a second-layer beam: mounting the cross beams on the same layer;
and 9, mounting three layers of floor slabs: installing the floor plates on the same floor;
step 10, pipeline installation: installing the same layer of pipelines;
The frame system installation process based on the fabricated building is characterized by comprising the following steps of (1) installing a frame system on a frame base; the base is provided with a base body; the middle of the base body is provided with a square counter bore for mounting the upright post; the horizontal plane direction of the base is provided with four grooves for mounting the ground ring and the ground beam; when in implementation; the four grooves are large in inner part and small in outer part and are used for forming a wedge shape after high-strength concrete is poured, so that the strength and the rigidity in the horizontal aspect are improved; when the device is installed, a base foundation is excavated; tamping a base foundation; the foundation of the base is padded and is elevated indeed; and (7) mounting a base.
The frame system installation process based on the fabricated building is characterized by comprising the following steps of (1) installing a frame system on a frame base; the villa column beam connecting piece is provided with a left side plate, a ribbed plate, a horizontal plate and a vertical plate which form a whole; the left side plate is used for welding with the upright post connecting plate; the rib plates are used for increasing the rigidity and the strength of the connecting piece; when the horizontal plate is used for mounting the cross beam, a mounting stress surface is provided for the cross beam, and the whole cross beam is supported; the two vertical plates at the uppermost part are used for forming a template for pouring high-strength concrete after being pre-installed; the two vertical plates correspond to the upper parts of the horizontal plates, and the ribbed plate is positioned between the left side plate and the horizontal plate; the mounting process comprises the following steps of; marking a line on the upright column to determine the welding position of the connecting piece; the upright post connecting plate is welded with the connecting piece; hoisting the beam, and placing the beam on the connecting piece; welding the beam reserved steel bars with the upright post connecting plates; pouring high-strength concrete at the joint; and (5) maintaining the high-strength concrete.
The frame system installation process based on the fabricated building is characterized by comprising the following steps of (1) installing a frame system on a frame base; the villa upright post is provided with a concrete upright post body and a connecting plate which is positioned outside the concrete upright post body and is used for being welded with the connecting piece; a steel bar A used for being welded with the reserved steel bar on the cross beam is reserved in the horizontal direction on the concrete upright column body; a steel bar B used for being welded with a reserved steel bar on the roof inclined beam is reserved in the vertical direction on the concrete upright column body; mounting process; cleaning a base mounting hole; hoisting the upright column; adjusting the verticality; the upright posts are fixed and high-strength concrete is poured, so that the base, the upright posts and the ground gird form a whole; and (5) maintaining the high-strength concrete.
The frame system installation process based on the fabricated building is characterized by comprising the following steps of (1) installing a frame system on a frame base; a reinforcing steel bar A welded with the horizontally reserved reinforcing steel bar of the upright post is reserved at the end part of the cross beam of the villa cross beam; a steel bar B welded with the reserved steel bar of the floor slab is reserved on the horizontal plane of the cross beam; mounting process; checking the welded connecting piece; hoisting a cross beam; the beam reserved steel bars and the stand column reserved steel bars are welded; reserving a welding position of a steel bar and pouring high-strength concrete; and (5) maintaining the high-strength concrete.
The frame system installation process based on the fabricated building is characterized by comprising the following steps of (1) installing a frame system on a frame base; the villa floor slab is provided with a floor slab body which is formed by pouring, and the upper end part of the floor slab body is reserved with reinforcing steel bars which are welded with the reserved reinforcing steel bars at the adjacent parts; meanwhile, a concave part for preventing dislocation in the horizontal direction and enhancing the structural rigidity is arranged around the upper end part after high-strength concrete is poured; the mounting process comprises the following steps: cleaning a cross beam; carrying out proper cutting treatment on the floor slab at the contact position of the floor slab and the upright post; hoisting the floor slab, and welding the floor slab with the reserved steel bars of the cross beam; hoisting and splicing other floor slabs, and welding reserved steel bars of the floor slabs and reserved steel bars of the cross beam and between the floor slabs and the reserved steel bars of the floor slabs; pre-burying a pipeline at the splicing position; reserving a welding position of a steel bar for pouring high-strength concrete; and (5) maintaining the high-strength concrete.
The frame system installation process based on the fabricated building is characterized by comprising the following steps of (1) installing a frame system on a frame base; the villa roof sloping beam is integrally formed by pouring high-strength concrete, and the upper end and the lower end of the sloping beam are reserved with reinforcing steel bars A welded with adjacent reserved reinforcing steel bars; a steel bar B is reserved on the inclined plane of the oblique beam; the mounting process comprises the following steps: punching a hole on the lower end beam and installing a positioning expansion screw; hoisting the roof sloping beam; the upper end of the roof sloping beam is connected with a bolt for installation (for the situation that the roof sloping beam is symmetrical); welding reserved steel bars at the upper end and the lower end of the roof sloping beam with adjacent reserved steel bars; pouring high-strength concrete; and (5) maintaining the high-strength concrete.
The invention has the following advantages: the invention provides a building frame system installation process based on an assembled villa by improving; the assembly type building is a great direction for the development of the building industry in the new era and will become the mainstream of the development of the building industry. The villa building is taken as an example, the system design is carried out on all the components of the main body framework, and the installation process is explained. Each part has reasonable design and reliable installation, and has practical value of trial run and popularization.
Drawings
FIGS. 1-2 are schematic views of the base of the present invention;
FIGS. 3-5 are schematic views of the connector of the present invention;
FIGS. 6-8 are schematic views of the posts of the present invention;
figures 9-10 are schematic views of a bungalow beam according to the invention;
figures 11-12 are schematic views of floor slabs of the present invention;
fig. 13-14 are schematic views of the raking beam of the present invention.
Detailed Description
The present invention will be described in detail with reference to fig. 1 to 14, and the technical solutions in the embodiments of the present invention will be clearly and completely described, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, and not all embodiments. All other embodiments, which can be derived by a person skilled in the art from the embodiments given herein without making any creative effort, shall fall within the protection scope of the present invention.
The invention provides a building frame system installation process based on an assembled villa by improving; the method is carried out as follows;
step 1, base installation: marking and positioning the installation position; tamping a ground foundation; making a cushion layer and leveling; mounting a base;
step 2, mounting the ground ring beam: mounting, namely placing two ends of the ground ring beam into the base;
step 3, column installation: hoisting the main column into the base; adjusting and fixing the position; pouring high-strength concrete into gaps at the base;
step 4, mounting a connecting piece: marking to determine a position; welding a connecting piece;
step 5, mounting a layer of cross beams: hoisting the beam and adjusting the position; welding steel bars; pouring high-strength concrete at the joint;
step 6, installing second-floor slabs: preprocessing a floor slab close to a corner; hoisting a floor slab and adjusting the position; welding steel bars;
step 7, pipeline installation: pre-burying an electric pipeline; pouring high-strength concrete at the joint;
step 8, mounting a second-layer beam: mounting the cross beams on the same layer;
and 9, mounting three layers of floor slabs: installing the floor plates on the same floor;
step 10, pipeline installation: installing the same layer of pipelines;
As shown in fig. 1-2; the base is provided with a base body 11; the middle of the base body 11 is provided with a square counter bore 12 for mounting a stand column; the base has four slots 13 in the horizontal plane for mounting the ground ring and the ground beam. When in implementation; the four grooves 13 are large in inner part and small in outer part, and are used for forming a wedge shape after high-strength concrete is poured, so that the strength and the rigidity in the horizontal aspect are improved.
When the device is installed, a base foundation is excavated; tamping a base foundation; the foundation of the base is padded and is elevated indeed; and (7) mounting a base.
The product provides an installation foundation for the upright column and determines the installation positions in the horizontal and vertical aspects; the stress area is increased, the stress is increased, and the settlement is reduced; providing an installation foundation for the ground ring beam, and determining the installation positions in the horizontal and vertical aspects; the upright posts and the ground ring beams are connected into a whole at the bottom, so that the integral rigidity of the villa framework is increased.
As shown in fig. 3-5; the villa column beam connecting piece is provided with a left side plate 21, a ribbed plate 22, a horizontal plate 23 and a vertical plate 24 which form a whole; the left side plate 21 is used for welding with the upright post connecting plate; the rib plates 22 are used for increasing the rigidity and the strength of the connecting piece; the horizontal plate 23 is used for providing a mounting stress surface for the cross beam when the cross beam is mounted, and supporting the whole cross beam; the two vertical plates 24 at the uppermost part are used for forming a template for pouring high-strength concrete after being pre-installed; the two vertical plates 24 correspond to the upper part of the horizontal plate 23, and the rib plate 22 is located between the left side plate 21 and the horizontal plate 23.
The left side plate is used for being welded with the upright post connecting plate; the rib plate is used for increasing the rigidity and the strength of the connecting piece. When the horizontal plate is used for mounting the cross beam, a mounting stress surface is provided for the cross beam, and the whole cross beam is supported. And the two vertical plates at the uppermost part are used for forming a template for pouring high-strength concrete after being pre-installed.
The mounting process comprises the following steps of; marking a line on the upright column to determine the welding position of the connecting piece; the upright post connecting plate is welded with the connecting piece; hoisting the beam, and placing the beam on the connecting piece; welding the beam reserved steel bars with the upright post connecting plates; pouring high-strength concrete at the joint; and (5) maintaining the high-strength concrete.
The product is used for determining the mounting height of the cross beam; the pre-connection device is used for pre-connecting the upright post and the cross beam during installation; after the upright columns and the cross beams are pre-installed, a template is provided when high-strength concrete is poured.
As shown in fig. 6-8; the villa upright post is provided with a concrete upright post body 31 and a connecting plate 32 which is positioned outside the concrete upright post body 31 and is used for being welded with a connecting piece; a steel bar A33 used for being welded with a reserved steel bar on the cross beam is reserved in the horizontal direction on the concrete upright column 31; and a steel bar B34 used for being welded with the reserved steel bar on the roof inclined beam is reserved in the vertical direction on the concrete upright column 31.
Wherein, the connecting plate is used for welding with the connecting piece. The horizontal reserved steel bars on the stand columns are used for welding the reserved steel bars on the cross beam. The vertical reserved steel bars on the stand columns are used for being welded with the reserved steel bars on the roof sloping beam. According to the actual conditions, the redundant horizontal reserved steel bars are directly cut off.
Mounting process; cleaning a base mounting hole; hoisting the upright column; adjusting the verticality; the upright posts are fixed and high-strength concrete is poured, so that the base, the upright posts and the ground gird form a whole; and (5) maintaining the high-strength concrete.
The product is used for welding with a connecting piece, welding with a reserved steel bar of a cross beam, and pouring high-strength concrete to form an integral frame structure; the base and the ground ring beam are connected together to form a frame whole; and is subjected to a load in the vertical direction.
As shown in fig. 9-10; a reinforcing steel bar A41 welded with the horizontally reserved reinforcing steel bar of the upright post is reserved at the end part of the cross beam of the villa cross beam; and a steel bar B42 welded with the reserved steel bar of the floor slab is reserved on the horizontal plane of the cross beam.
The product is placed on the connecting piece; welding with reserved steel bars of the upright columns, and pouring high-strength concrete at the joints to form an integral frame; the frame structure is used for placing the floor slab, welding reserved steel bars of the floor slab and pouring high-strength concrete, so that the floor slab and the cross beam form an organic whole, and the integral rigidity and strength of the frame structure are improved.
When the welding method is implemented, the reserved steel bars at the end parts of the cross beams are welded with the horizontal reserved steel bars of the stand columns. And the reserved steel bars on the horizontal plane of the cross beam are welded with the reserved steel bars of the floor slab.
Mounting process; checking the welded connecting piece; hoisting a cross beam; the beam reserved steel bars and the stand column reserved steel bars are welded; reserving a welding position of a steel bar and pouring high-strength concrete; and (5) maintaining the high-strength concrete.
As shown in fig. 11-12; the villa floor slab is provided with a floor slab body 51 formed by pouring, and a reinforcing steel bar 53 welded with a reserved reinforcing steel bar at the adjacent part is reserved in the upper end part 52 of the floor slab body 51; and the upper end portion 52 is surrounded by a recess 53 for more effectively preventing horizontal dislocation and enhancing structural rigidity after high-strength concrete is poured.
The product is placed on the beam and forms an organic whole; the floor slab is connected with the floor slab to form an organic whole, and finally a floor or a top plate is formed to form a movable space; the floor splicing part is a reserved space for pipeline installation.
All the reserved steel bars are welded with the reserved steel bars at the adjacent parts. The concave part is used for preventing dislocation in the horizontal direction more effectively and enhancing the structural rigidity after high-strength concrete is poured.
The mounting process comprises the following steps: cleaning a cross beam; carrying out proper cutting treatment on the floor slab at the contact position of the floor slab and the upright post; hoisting the floor slab, and welding the floor slab with the reserved steel bars of the cross beam; hoisting and splicing other floor slabs, and welding reserved steel bars of the floor slabs and reserved steel bars of the cross beam and between the floor slabs and the reserved steel bars of the floor slabs; pre-burying a pipeline at the splicing position; reserving a welding position of a steel bar for pouring high-strength concrete; and (5) maintaining the high-strength concrete.
As shown in fig. 13-14; the villa roof inclined beam is integrally formed by pouring high-strength concrete, and the upper end and the lower end of the inclined beam are reserved with reinforcing steel bars A61 welded with adjacent reserved reinforcing steel bars; the inclined plane of the oblique beam is reserved with a steel bar B62.
The lower end of the product is connected with the cross beam and forms an organic whole with the nearby upright post; the upper end of the upper beam is connected with the upright posts or the symmetrical roof inclined beams, and forms an organic whole with the adjacent upright posts, the adjacent cross beams and the like; bearing the load of the roof floor and forming an organic whole with the roof floor.
The mounting process comprises the following steps: punching a hole on the lower end beam and installing a positioning expansion screw; hoisting the roof sloping beam; the upper end of the roof sloping beam is connected with a bolt for installation (for the situation that the roof sloping beam is symmetrical); welding reserved steel bars at the upper end and the lower end of the roof sloping beam with adjacent reserved steel bars; pouring high-strength concrete; and (5) maintaining the high-strength concrete.
In summary, the fabricated building is a great direction of the development of the building industry in the new era and will become a mainstream of the development of the building industry. The villa building is taken as an example, the system design is carried out on all the components of the main body framework, and the installation process is explained. Each part has reasonable design and reliable installation, and has practical value of trial run and popularization.
The previous description of the disclosed embodiments is provided to enable any person skilled in the art to make or use the present invention. Various modifications to these embodiments will be readily apparent to those skilled in the art, and the generic principles defined herein may be applied to other embodiments without departing from the spirit or scope of the invention. Thus, the present invention is not intended to be limited to the embodiments shown herein but is to be accorded the widest scope consistent with the principles and novel features disclosed herein.
Claims (7)
1. A frame system installation process based on an assembly type building is characterized by comprising the following steps of; the method is carried out as follows;
step 1, base installation: marking and positioning the installation position; tamping a ground foundation; making a cushion layer and leveling; mounting a base;
step 2, mounting the ground ring beam: mounting, namely placing two ends of the ground ring beam into the base;
step 3, column installation: hoisting the main column into the base; adjusting and fixing the position; pouring high-strength concrete into gaps at the base;
step 4, mounting a connecting piece: marking to determine a position; welding a connecting piece;
step 5, mounting a layer of cross beams: hoisting the beam and adjusting the position; welding steel bars; pouring high-strength concrete at the joint;
step 6, installing second-floor slabs: preprocessing a floor slab close to a corner; hoisting a floor slab and adjusting the position; welding steel bars;
step 7, pipeline installation: pre-burying an electric pipeline; pouring high-strength concrete at the joint;
step 8, mounting a second-layer beam: mounting the cross beams on the same layer;
and 9, mounting three layers of floor slabs: installing the floor plates on the same floor;
step 10, pipeline installation: installing the same layer of pipelines;
step 11, installing the roof oblique beam: cleaning a positioning opening; hoisting and positioning the oblique beam; installing a positioning pin and a firm bolt; pouring high-strength concrete at the joint;
step 12, roof panel installation: and installing the floor slab.
2. The assembly building based frame system installation process of claim 1, wherein; the base is provided with a base body (11); the middle of the base body (11) is provided with a square counter bore (12) for mounting the upright post; the horizontal plane direction of the base is provided with four grooves (13) for mounting the ground ring and the ground beam; when in implementation; the four grooves (13) are large in inside and small in outside, and are used for forming a wedge shape after high-strength concrete is poured, so that the strength and the rigidity in the horizontal aspect are improved; when the device is installed, a base foundation is excavated; tamping a base foundation; the foundation of the base is padded and is elevated indeed; and (7) mounting a base.
3. The assembly building based frame system installation process of claim 1, wherein; the villa column-beam connecting piece is provided with a left side plate (21), a ribbed slab (22), a horizontal plate (23) and a vertical plate (24) which form a whole; the left side plate (21) is used for being welded with the upright post connecting plate; the rib plate (22) is used for increasing the rigidity and the strength of the connecting piece; the horizontal plate (23) is used for providing a mounting stress surface for the cross beam when the cross beam is mounted, and supporting the whole cross beam; the two vertical plates (24) at the uppermost part are used for forming a template for pouring high-strength concrete after being pre-installed; the two vertical plates (24) correspond to the upper parts of the horizontal plates (23), and the rib plates (22) are positioned between the left side plate (21) and the horizontal plates (23); the mounting process comprises the following steps of; marking a line on the upright column to determine the welding position of the connecting piece; the upright post connecting plate is welded with the connecting piece; hoisting the beam, and placing the beam on the connecting piece; welding the beam reserved steel bars with the upright post connecting plates; pouring high-strength concrete at the joint; and (5) maintaining the high-strength concrete.
4. The assembly building based frame system installation process of claim 1, wherein; the villa upright post is provided with a concrete upright post body (31) and a connecting plate (32) which is positioned outside the concrete upright post body (31) and is used for being welded with the connecting piece; a steel bar A (33) used for being welded with the reserved steel bar on the cross beam is reserved in the horizontal direction on the concrete upright column body (31); a steel bar B (34) which is used for being welded with a reserved steel bar on the roof oblique beam is reserved in the vertical direction on the concrete upright column body (31); mounting process; cleaning a base mounting hole; hoisting the upright column; adjusting the verticality; the upright posts are fixed and high-strength concrete is poured, so that the base, the upright posts and the ground gird form a whole; and (5) maintaining the high-strength concrete.
5. The assembly building based frame system installation process of claim 1, wherein; a reinforcing steel bar A (41) welded with a reserved horizontal reinforcing steel bar of the upright column is reserved at the end part of a cross beam of the villa, a reinforcing steel bar B (42) welded with a reserved horizontal reinforcing steel bar of a floor slab is reserved at the horizontal plane of the cross beam, the installation process is carried out, the welded connecting piece is checked, the cross beam is hoisted, the reserved horizontal reinforcing steel bar of the cross beam is welded with the reserved horizontal reinforcing steel bar of the upright column, high-strength concrete is poured at the welding position of the reserved horizontal reinforcing steel bar.
6. The assembly building based frame system installation process of claim 1, wherein; the villa floor slab is provided with a floor slab body (51) formed by pouring, and the upper end part (52) of the floor slab body (51) is reserved with a reinforcing steel bar (53) welded with the reserved reinforcing steel bar at the adjacent part; meanwhile, a concave part (53) used for preventing dislocation in the horizontal direction and enhancing the structural rigidity after high-strength concrete is poured is arranged around the upper end part (52); the mounting process comprises the following steps: cleaning a cross beam; carrying out proper cutting treatment on the floor slab at the contact position of the floor slab and the upright post; hoisting the floor slab, and welding the floor slab with the reserved steel bars of the cross beam; hoisting and splicing other floor slabs, and welding reserved steel bars of the floor slabs and reserved steel bars of the cross beam and between the floor slabs and the reserved steel bars of the floor slabs; pre-burying a pipeline at the splicing position; reserving a welding position of a steel bar for pouring high-strength concrete; and (5) maintaining the high-strength concrete.
7. The assembly building based frame system installation process of claim 1, wherein; the villa roof inclined beam is integrally formed by pouring high-strength concrete, and the upper end and the lower end of the inclined beam are reserved with reinforcing steel bars A (61) welded with adjacent reserved reinforcing steel bars; a steel bar B (62) is reserved on the inclined plane of the oblique beam; the mounting process comprises the following steps: punching a hole on the lower end beam and installing a positioning expansion screw; hoisting the roof sloping beam; the upper end of the roof sloping beam is connected with a bolt for installation (for the situation that the roof sloping beam is symmetrical); welding reserved steel bars at the upper end and the lower end of the roof sloping beam with adjacent reserved steel bars; pouring high-strength concrete; and (5) maintaining the high-strength concrete.
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