CN112761245A - Assembled reinforced concrete building main body structure and installation construction method thereof - Google Patents
Assembled reinforced concrete building main body structure and installation construction method thereof Download PDFInfo
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- CN112761245A CN112761245A CN202110069404.6A CN202110069404A CN112761245A CN 112761245 A CN112761245 A CN 112761245A CN 202110069404 A CN202110069404 A CN 202110069404A CN 112761245 A CN112761245 A CN 112761245A
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- 239000011150 reinforced concrete Substances 0.000 title claims abstract description 79
- 238000009434 installation Methods 0.000 title claims abstract description 17
- 238000010276 construction Methods 0.000 title claims abstract description 13
- 239000004567 concrete Substances 0.000 claims abstract description 44
- 229910000831 Steel Inorganic materials 0.000 claims abstract description 14
- 239000010959 steel Substances 0.000 claims abstract description 14
- 238000000034 method Methods 0.000 claims abstract description 5
- 238000005192 partition Methods 0.000 claims description 28
- XLYOFNOQVPJJNP-UHFFFAOYSA-N water Substances O XLYOFNOQVPJJNP-UHFFFAOYSA-N 0.000 claims description 20
- 239000000463 material Substances 0.000 claims description 10
- 238000013461 design Methods 0.000 claims description 5
- 239000004575 stone Substances 0.000 claims description 5
- 238000005034 decoration Methods 0.000 claims description 4
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 3
- 239000011248 coating agent Substances 0.000 claims description 3
- 238000000576 coating method Methods 0.000 claims description 3
- 238000005056 compaction Methods 0.000 claims description 3
- 239000003973 paint Substances 0.000 claims description 3
- 230000002093 peripheral effect Effects 0.000 claims description 3
- 238000004519 manufacturing process Methods 0.000 abstract description 7
- 238000012423 maintenance Methods 0.000 description 3
- 238000005536 corrosion prevention Methods 0.000 description 2
- 230000007547 defect Effects 0.000 description 2
- 238000009826 distribution Methods 0.000 description 2
- 238000010438 heat treatment Methods 0.000 description 2
- 238000009417 prefabrication Methods 0.000 description 2
- 230000002265 prevention Effects 0.000 description 2
- 239000004576 sand Substances 0.000 description 2
- 238000007711 solidification Methods 0.000 description 2
- 230000008023 solidification Effects 0.000 description 2
- 238000012360 testing method Methods 0.000 description 2
- 238000009423 ventilation Methods 0.000 description 2
- 238000011161 development Methods 0.000 description 1
- 238000010586 diagram Methods 0.000 description 1
- 238000004134 energy conservation Methods 0.000 description 1
- 230000007613 environmental effect Effects 0.000 description 1
- 230000010354 integration Effects 0.000 description 1
- 238000012986 modification Methods 0.000 description 1
- 230000004048 modification Effects 0.000 description 1
- 238000012545 processing Methods 0.000 description 1
- 238000007789 sealing Methods 0.000 description 1
- 238000010008 shearing Methods 0.000 description 1
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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
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D27/00—Foundations as substructures
- E02D27/32—Foundations for special purposes
- E02D27/42—Foundations for poles, masts or chimneys
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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
- E04B1/16—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material
- E04B1/164—Structures made from masses, e.g. of concrete, cast or similarly formed in situ with or without making use of additional elements, such as permanent forms, substructures to be coated with load-bearing material with vertical and horizontal slabs, only the horizontal slabs being partially cast in situ
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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
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/66—Sealings
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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
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/94—Protection against other undesired influences or dangers against fire
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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
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/92—Protection against other undesired influences or dangers
- E04B1/94—Protection against other undesired influences or dangers against fire
- E04B1/941—Building elements specially adapted therefor
- E04B1/942—Building elements specially adapted therefor slab-shaped
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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
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
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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
- E04B2/00—Walls, e.g. partitions, for buildings; Wall construction with regard to insulation; Connections specially adapted to walls
- E04B2/56—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members
- E04B2/64—Load-bearing walls of framework or pillarwork; Walls incorporating load-bearing elongated members with elongated members of concrete
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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
- E04B5/16—Load-carrying floor structures wholly or partly cast or similarly formed in situ
- E04B5/32—Floor structures wholly cast in situ with or without form units or reinforcements
- E04B5/36—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor
- E04B5/38—Floor structures wholly cast in situ with or without form units or reinforcements with form units as part of the floor with slab-shaped form units acting simultaneously as reinforcement; Form slabs with reinforcements extending laterally outside the element
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- E—FIXED CONSTRUCTIONS
- E02—HYDRAULIC ENGINEERING; FOUNDATIONS; SOIL SHIFTING
- E02D—FOUNDATIONS; EXCAVATIONS; EMBANKMENTS; UNDERGROUND OR UNDERWATER STRUCTURES
- E02D2300/00—Materials
- E02D2300/0004—Synthetics
- E02D2300/0018—Cement used as binder
- E02D2300/002—Concrete
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Abstract
一种装配式钢筋混凝土建筑主体结构，包括单元化装配式钢筋混凝土建筑本体，单元化装配式钢筋混凝土建筑本体包括多个装配式钢筋混凝土建筑单元，各相邻的装配式钢筋混凝土建筑单元之间相互连接，最外端的装配式钢筋混凝土建筑单元通过端封封闭，装配式钢筋混凝土建筑单元包括底部的素砼找平垫层，素砼找平垫层上设有基础，基础上设有集成柱墙板，集成柱墙板的上部设有集成叠合底板梁，集成叠合底板梁上设有连接钢板和二次灌浆叠合面板。本发明还包括装配式钢筋混凝土建筑主体结构的施工安装方法。利用本发明，可大大改善建筑的装配效率，简化了吊装安装，改善了作业环境，降低安全风险；节能环保，规模生产，降低装配式钢筋混凝土建筑的造价。
A main structure of a prefabricated reinforced concrete building, comprising a unitized prefabricated reinforced concrete building body, the unitized prefabricated reinforced concrete building body includes a plurality of prefabricated reinforced concrete building units, and between adjacent prefabricated reinforced concrete building units Connected to each other, the outermost prefabricated reinforced concrete building unit is closed by end seals, the prefabricated reinforced concrete building unit includes a plain concrete leveling pad at the bottom, a foundation is provided on the plain concrete leveling pad, and an integrated column wall panel is arranged on the foundation. The upper part of the integrated column wall panel is provided with an integrated superimposed floor beam, and the integrated superimposed floor beam is provided with a connecting steel plate and a secondary grouting superimposed panel. The invention also includes a construction and installation method for the main structure of the prefabricated reinforced concrete building. The invention can greatly improve the assembly efficiency of the building, simplify the hoisting and installation, improve the working environment, reduce the safety risk, save energy and protect the environment, scale production, and reduce the cost of the prefabricated reinforced concrete building.
Description
Technical Field
The invention relates to a building main body structure, in particular to an assembled reinforced concrete building main body structure and an installation construction method thereof.
Background
In recent years, China actively explores and develops the fabricated building, but most of the building modes mainly adopt cast-in-place, and the office of the State department issues guidance opinions about the vigorous development of the fabricated building. The method comprises the steps that a national grid company develops standard distribution type intelligent substation test point construction by means of projects, and a new generation of assembled type transformer substation is popularized in a test point, so that the new characteristics of standard distribution type intelligent transformer substations of 'standardized design, industrialized processing and assembled type construction' are realized; particularly, in the aspect of transformer substation buildings, a large number of steel structure buildings are tested to obtain some stage achievements, a standard prefabricated assembly building structure of a steel structure beam column, a cast-in-place reinforced concrete floor and an assembly wall body is adopted in a newly-built transformer substation building below 220kV, but due to the defects of fire prevention and corrosion prevention of steel materials, the building structure is complex, the assembly efficiency and the scale degree are not high, regular maintenance is needed, and the method is not suitable for areas such as strong wind (sand) and the like.
Disclosure of Invention
The technical problem to be solved by the invention is to overcome the defects of the prior art and provide the main structure of the assembled reinforced concrete building and the installation and construction method thereof, wherein the main structure has the advantages of high factory integration level, high assembly rate, good quality, energy conservation, environmental protection and low manufacturing cost.
The invention adopts the technical scheme that the unitized assembled reinforced concrete bent shear wall building main body structure comprises a unitized assembled reinforced concrete building body, the unitized assembled reinforced concrete building body comprises a plurality of assembled reinforced concrete building units, the adjacent assembled reinforced concrete building units are mutually connected, the outermost assembled reinforced concrete building unit is sealed by an end seal,
the assembled reinforced concrete building unit comprises a plain concrete leveling cushion layer at the bottom, wherein a foundation is arranged on the plain concrete leveling cushion layer, an integrated column wallboard is arranged on the foundation, an integrated superposed bottom plate beam is arranged at the upper part of the integrated column wallboard, and a connecting steel plate and a secondary grouting superposed panel are arranged on the integrated superposed bottom plate beam;
the single integrated column wallboard comprises two columns arranged on a foundation, a wallboard is arranged on the side surface between the two columns, a foundation beam is arranged at the bottom of the wallboard, a wall beam is arranged at the top of the wallboard, a parapet is arranged on the wall beam, and pre-buried mounting bolts are arranged on the columns;
the integrated superposed bottom plate beam comprises a superposed bottom plate, peripheral beams are arranged on the periphery of the superposed bottom plate, and supporting beams are arranged at the bottom of the superposed bottom plate; the end seal is the same as the integrated column wallboard structure.
Further, the base is a prefabricated cup mouth base, and a hoisting hole is formed in the lower portion of the cup mouth base.
Further, the column of the integrated column wallboard is widened by 10-30cm below the top surface of the foundation beam. Further, integrated post wallboard is equipped with and reserves entrance to a cave trompil for satisfy requirements such as building setting door and window.
Furthermore, the embedded buried pipe in the integrated column wallboard is used for meeting the requirement of building water heating ventilation.
Furthermore, the integrated column wallboard is provided with a water baffle, the laminated panel is upturned to the water baffle, and the water on the laminated panel is upturned to the water baffle clamped in the laminated panel and upturned to the gap between the water baffles, so that the requirement of building water resistance is better met.
Further, the thickness of the integrated column wall plate is more than or equal to 50 mm; the thickness of the integrated column wall plate is more than or equal to 140mm, and the integrated column wall plate can be used as a shear wall; the thickness of the integrated column wall plate is more than or equal to 90mm, and the integrated column wall plate can be used as a firewall with the fire endurance limit of 2 h; the thickness of the integrated column wall plate is more than or equal to 150mm, and the integrated column wall plate can be used as a fire wall with the fire endurance limit of 3 h; the thickness of the integrated column wall plate is more than or equal to 210mm, and the integrated column wall plate can be used as a fire wall with a fire endurance limit of 4 h.
Furthermore, the unitized reinforced concrete building body is internally provided with a partition wall so as to meet the requirement of building partition.
A mounting construction method of an assembly type reinforced concrete building main body structure comprises the following steps:
the first step is as follows: tamping plain concrete at the bottom of the leveling cushion layer, wherein the compaction coefficient is more than or equal to 0.97; then pouring a layer of C15 plain concrete leveling cushion layer, wherein each side of the plane of the plain concrete leveling cushion layer is larger than each side of the bottom surface of the cup mouth foundation by 100mm, and the height of the plain concrete leveling cushion layer is not smaller than 100mm, so as to primarily adjust the bottom elevation of the cup mouth foundation;
the second step is that: prefabricating a cup mouth foundation, hoisting and installing the cup mouth foundation at a design position on a field plain concrete leveling cushion layer;
the third step: adopt the accurate planar elevation in the rim of a cup basis rim of a cup of making level of fine aggregate concrete, treat the fine aggregate concrete solidification back, hoist and mount integrated post wallboard, the lower part post of integrated post wallboard is installed the design position and is carried out preliminary fixed in on-the-spot rim of a cup basis, treats that the lower part post installation of integrated post wallboard is adjusted after, the rim of a cup basis fine aggregate concrete cementation seam is fixed.
The fourth step: after the cup foundation fine stone concrete is grouted and solidified, hoisting an integrated superposed bottom plate beam, aligning a reserved bolt hole on the integrated superposed bottom plate beam with a pre-embedded mounting bolt of a column on the upper part of an integrated column wallboard, placing the integrated superposed bottom plate beam on the integrated column wallboard through the pre-embedded mounting bolt, and connecting and fixing the integrated superposed bottom plate beam, the integrated column wallboard and each assembled reinforced concrete building unit together through a connecting steel plate and a nut;
the fifth step: grouting material or impervious fine aggregate concrete is poured into the reserved gaps of the reserved bolt holes, the assembled reinforced concrete building units, the integrated superposed bottom plate beam and the integrated column wallboard, and 20-40mm gaps are reserved close to the waterproof side of the roof when grouting material or impervious fine aggregate concrete is poured into the reserved gaps of the reserved bolt holes, the assembled reinforced concrete building units, the integrated superposed bottom plate beam and the integrated column wallboard;
and a sixth step: and after grouting materials and/or impervious fine stone concrete are/is solidified, reserving a gap of 20-40mm close to the waterproof side of the roof, coating and embedding waterproof paint or factice in the gap, pouring a laminated panel and a reverse edge after the laminated panel and the reverse edge reinforcing steel bar are coated, and finishing the installation of the unitized assembled reinforced concrete building main body structure.
Further, in the third step, when the partition wall adopts a large assembled reinforced concrete plate, the foundation, the buttress and the lower beam with the lower parts fixed are fixed on the foundation, the buttress and the lower beam according to the steps from the first step to the third step, the upper part of the inner partition wall enters the fourth step after being temporarily supported and fixed, and after the fourth step is completed, the upper part of the partition wall is fixed on the upper beam, the plate and the column; when the partition wall adopts the conventional light partition wall and the light interior trim integrated partition wall, the light interior trim integrated partition wall does not need secondary decoration, the weight of the single body is not large, the single body can be arranged on a beam or a simple foundation, and the single body can be manually and directly installed after the main body structure is installed without large-scale hoisting equipment.
The invention unitizes the building according to a certain modulus, integrates the column, the wall board and the wall beam at one side of the unitized reinforced concrete building unit into a whole, forms a frame of the wall board by the column and the wall beam during the transportation, forms a column unit in the bent direction by the column, the wall board and the wall beam after the erection, and forms a component which resists the shearing force in the direction vertical to the bent direction by the wall board, the column and the wall beam; the thickness of the integrated column wall plate is more than or equal to 140mm, the integrated column wall plate can be used as a shear wall, and the shear wall is named as an anti-seismic wall and has good anti-seismic and horizontal force resisting performances; the thickness of the integrated column wall plate is more than or equal to 90mm, and the integrated column wall plate can be used as a firewall with the fire endurance limit of 2 h; the thickness of the integrated column wall plate is more than or equal to 150mm, and the integrated column wall plate can be used as a fire wall with the fire endurance limit of 3 h; the thickness of the integrated column wall plate is more than or equal to 210mm, and the integrated column wall plate can be used as a fire wall with a fire endurance limit of 4 h. The beams of the assembled reinforced concrete building units and the superposed bottom plate are integrated into a whole, the beams form the frame of the superposed bottom plate during the manufacturing, transportation and construction, the assembled and constructed beams and the superposed slabs form the beam units in the bent frame direction, and the superposed slabs and the beams form the horizontal shear support in the vertical bent frame direction; the stress of the structure is greatly improved, the stress performance of the structure is obviously improved, the unit assembly type reinforced concrete bent wall building structure unit can meet the requirements of bearing capacity and anti-seismic safety after being independently calculated, after the end seal of the assembly type reinforced concrete building unit is added, the whole calculation is more safe, the member can adapt to larger manufacturing and transportation size, the column, the wall plate and the wall beam on one side of the unit assembly type reinforced concrete building unit are prefabricated once as a whole, the beam and the superposed bottom plate of the assembly type reinforced concrete building unit are prefabricated once as a whole, and the single weight is suitable for hoisting and transportation; the hoisting installation is simplified, the work of erecting a scaffold for high-altitude operation can be finished on the ground of a factory before, the operation environment is improved, and the safety risk is reduced; therefore, the field installation efficiency is greatly improved, the foundation and the foundation beam are separated, the factory prefabrication of the cup-mouth foundation is facilitated, the assembly rate of the assembly type reinforced concrete building is improved, the manufacturing precision can be guaranteed by adopting the factory prefabrication, the quality is improved, the energy is saved, the environment is protected, the mass production is realized, and the manufacturing cost of the assembly type reinforced concrete building is reduced. Compared with a steel structure, the steel structure is more suitable for fire prevention, corrosion prevention, windy (sand) areas and the like, the maintenance frequency is reduced, and the maintenance cost is reduced.
Drawings
FIG. 1 is a three-dimensional schematic diagram of a main structure of a fabricated reinforced concrete building according to an embodiment of the invention;
FIG. 2 is a schematic plan view showing the unit arrangement of the fabricated reinforced concrete building main body structure according to the embodiment shown in FIG. 1;
FIG. 3 is a schematic sectional view of a second unit of the fabricated reinforced concrete building body structure in the embodiment of FIG. 1;
fig. 4 is a three-dimensional schematic view illustrating the installation and construction process of the second unit of the fabricated reinforced concrete building main body structure in the embodiment of fig. 1.
In the figure: 1-unitized reinforced concrete building body, 11-partition wall, 2-fabricated reinforced concrete building unit, 21-plain concrete leveling cushion layer, 22-foundation, 23-integrated column wallboard, 231-column, 232-wallboard, 233-foundation beam, 234-wall beam, 235-parapet, 236-embedded mounting bolt, 24-integrated laminated bottom plate beam, 241-laminated bottom plate, 242-peripheral beam, 243-supporting beam, 25-connecting steel plate, 26-secondary grouting laminated panel and 3-end sealing.
Detailed Description
The present invention will be described in further detail with reference to the accompanying drawings and examples.
Referring to fig. 1-4, the present embodiment includes a unitized assembled reinforced concrete building body 1, the unitized assembled reinforced concrete building body 1 includes a plurality of assembled reinforced concrete building units 2, adjacent assembled reinforced concrete building units 2 are connected to each other, and the outermost assembled reinforced concrete building unit 2 is closed by an end seal 3.
In this embodiment, 12 prefabricated reinforced concrete building units 2 are included, each of the prefabricated reinforced concrete building units 2 having a size of 3m (length) x9m (width)
The assembly type reinforced concrete building unit 2 comprises a plain concrete leveling cushion layer 21 at the bottom, wherein a foundation 22 is arranged on the plain concrete leveling cushion layer 21, an integrated column wallboard 23 is arranged on the foundation 22, an integrated superposed bottom plate beam 24 is arranged at the upper part of the integrated column wallboard 23, and a connecting steel plate 25 and a secondary grouting superposed panel 26 are arranged on the integrated superposed bottom plate beam 24;
the single integrated column wall plate 23 comprises two columns 231 arranged on a foundation, a wall plate 232 is arranged between the two columns 231, a foundation beam 233 is arranged at the bottom of the wall plate 232, a wall beam 234 is arranged at the top of the wall plate 232, a parapet 235 is arranged on the wall beam 234, and pre-buried mounting bolts 236 are arranged on the columns 231;
each assembly type reinforced concrete building unit 2 comprises 2 integrated column wall plates 23, 1 integrated overlapped bottom plate beam 24, 2 plain concrete leveling cushions 21, 2 foundations 22, 8 embedded mounting bolts 236, 2 connecting steel plates 25 and 1 secondary grouting and overlapped panel 26.
The integrated superposed bottom plate beam 24 comprises a superposed bottom plate 241, peripheral beams 242 are arranged around the superposed bottom plate 241, and a support beam 243 is arranged at the bottom of the superposed bottom plate 241;
the end seal 3 is identical in structure to the integrated column wall plate 23.
The foundation 22 is a prefabricated cup mouth foundation, and a hoisting hole is formed in the lower portion of the cup mouth foundation.
And an energy-saving heat-insulating decorative integrated plate is arranged on the outer side of the integrated column wallboard 23 so as to meet the requirement of building energy-saving heat-insulating external decoration.
The integrated column wallboard 23 is also provided with a reserved hole opening for meeting the requirements of building doors and windows and the like.
The embedded buried pipe in the integrated column wallboard 23 is used for meeting the requirement of building water heating ventilation.
The integrated column wallboard 23 is provided with a water baffle, the laminated panel is upturned to the water baffle, and the water on the laminated panel is upturned to the water baffle clamped in the laminated panel and upturned to the gap between the water baffles, so that the requirement of building water resistance is better met.
The thickness of the integrated column wallboard 23 is 90mm, and the integrated column wallboard can be used as a fire wall with the fire resistance limit of 2 h.
The unitized reinforced concrete building body 1 is internally provided with a partition wall 11 so as to meet the requirement of building partition.
The installation construction method of the embodiment comprises the following steps:
the first step is as follows: tamping plain concrete at the bottom of the leveling cushion layer 21, wherein the compaction coefficient is more than or equal to 0.97; then pouring a layer of C15 plain concrete leveling cushion layer 21, wherein each side of the plane of the plain concrete leveling cushion layer 21 is larger than each side of the bottom surface of the cup-mouth foundation 22 by 100mm, and the height is not smaller than 100mm, so as to primarily adjust the bottom elevation of the cup-mouth foundation;
the second step is that: the prefabricated cup foundation 22 is hoisted and installed at the design position on the site plain concrete leveling cushion layer 21;
the third step: adopt the accurate planar elevation in the rim of a cup basis 22 rim of a cup of making level of fine aggregate concrete, treat the fine aggregate concrete solidification back, hoist and mount integrated post wallboard 23, the lower part post of integrated post wallboard 23 is installed and is designed the position and carry out preliminary fixed in on-the-spot rim of a cup basis 22, treat the lower part post installation of integrated post wallboard 23 and adjust the back, rim of a cup basis 22 fine aggregate concrete pouring joint is fixed.
The fourth step: after the cup foundation 22 is concreted and solidified, hoisting the integrated superposed bottom plate beam 24, aligning a reserved bolt hole on the integrated superposed bottom plate beam 24 with an embedded mounting bolt 236 of a column 231 at the upper part of the integrated column wallboard 23, placing the integrated superposed bottom plate beam 24 on the integrated column wallboard 231 through the embedded mounting bolt 236, and connecting and fixing the integrated superposed bottom plate beam 24, the integrated column wallboard 23 and each assembled reinforced concrete building unit 2 together through a connecting steel plate 25 and a nut;
the fifth step: grouting material or impervious fine aggregate concrete is poured into the reserved gaps of the reserved bolt holes, the assembled reinforced concrete building units 2, the integrated superposed bottom plate beam 24 and the integrated column wallboard 23, and 20-40mm gaps are reserved close to the waterproof side of the roof when grouting material or impervious fine aggregate concrete is poured into the reserved gaps of the reserved bolt holes, the assembled reinforced concrete building units 2, the integrated superposed bottom plate beam 24 and the integrated column wallboard 23;
and a sixth step: and after grouting materials and/or impervious fine stone concrete are/is solidified, reserving a gap of 20-40mm close to the waterproof side of the roof, coating and embedding waterproof paint or factice in the gap, pouring a laminated panel and a reverse edge after the laminated panel and the reverse edge reinforcing steel bar are coated, and finishing the installation of the unitized assembled reinforced concrete building main body structure.
In the third step, when the partition wall 11 is made of the assembled reinforced concrete large plate, the foundation, the buttress and the lower beam with the lower parts fixed are fixed on the foundation, the buttress and the lower beam according to the steps from the first step to the third step, the upper part of the inner partition wall enters the fourth step after being temporarily supported and fixed, and after the fourth step is completed, the upper part of the partition wall 11 is fixed on the upper beam, the plate and the column; when the partition wall 11 is a conventional light partition wall and a light interior integral partition wall, the light interior integral partition wall does not need secondary decoration, the weight of the single body is not large, the single body can be arranged on a beam or a simple foundation, and the single body can be manually and directly installed after the main structure is installed without large-scale hoisting equipment.
Various modifications and variations of the present invention may be made by those skilled in the art, and they are still within the scope of the present patent invention provided they are within the scope of the claims and their equivalents.
What is not described in detail in the specification is prior art that is well known to those skilled in the art.
Claims (10)
1. The utility model provides an assembled reinforced concrete building major structure, includes unitized assembled reinforced concrete building body, its characterized in that: the unitized reinforced concrete building body comprises a plurality of fabricated reinforced concrete building units, the adjacent fabricated reinforced concrete building units are mutually connected, the fabricated reinforced concrete building unit at the outermost end is sealed by an end seal,
the assembled reinforced concrete building unit comprises a plain concrete leveling cushion layer at the bottom, wherein a foundation is arranged on the plain concrete leveling cushion layer, an integrated column wallboard is arranged on the foundation, an integrated superposed bottom plate beam is arranged at the upper part of the integrated column wallboard, and a connecting steel plate and a secondary grouting superposed panel are arranged on the integrated superposed bottom plate beam;
the single integrated column wallboard comprises two columns arranged on a foundation, a wallboard is arranged between the two columns, a foundation beam is arranged at the bottom of the wallboard, a wall beam is arranged at the top of the wallboard, a parapet is arranged on the wall beam, and pre-buried mounting bolts are arranged on the columns;
the integrated superposed bottom plate beam comprises a superposed bottom plate, peripheral beams are arranged on the periphery of the superposed bottom plate, and supporting beams are arranged at the bottom of the superposed bottom plate;
the end seal is the same as the integrated column wallboard structure.
2. The assembled reinforced concrete building body structure of claim 1, wherein: the base is a prefabricated cup mouth base, and a hoisting hole is formed in the lower portion of the cup mouth base.
3. The assembled reinforced concrete building body structure according to claim 1 or 2, wherein: the column of the integrated column wallboard is widened by 10-30cm below the top surface of the foundation beam.
4. The assembled reinforced concrete building body structure of claim 1, wherein: the integrated column wallboard is provided with a reserved hole opening.
5. The assembled reinforced concrete building body structure of claim 1, wherein: and embedded pipes are embedded in the integrated column wallboard.
6. The assembled reinforced concrete building body structure of claim 1, wherein: the integrated column wallboard is provided with a water baffle, the laminated panel is upturned to the water baffle, and the water on the laminated panel is upturned to the water baffle clamped in the laminated panel and upturned to the gap between the water baffles, so that the requirement of building water resistance is better met.
7. The assembled reinforced concrete building body structure of claim 1, wherein: the thickness of the integrated column wall plate is more than or equal to 50 mm; the thickness of the integrated column wall plate is more than or equal to 140mm, and the integrated column wall plate can be used as a shear wall; the thickness of the integrated column wall plate is more than or equal to 90mm, and the integrated column wall plate can be used as a firewall with the fire endurance limit of 2 h; the thickness of the integrated column wall plate is more than or equal to 150mm, and the integrated column wall plate can be used as a fire wall with the fire endurance limit of 3 h; the thickness of the integrated column wall plate is more than or equal to 210mm, and the integrated column wall plate can be used as a fire wall with a fire endurance limit of 4 h.
8. The assembled reinforced concrete building body structure of claim 1, wherein: the unitized reinforced concrete building is internally provided with a partition wall so as to meet the requirement of building partition.
9. An installation construction method using the fabricated reinforced concrete building main body structure according to claims 1 to 8, characterized in that: the method comprises the following steps:
the first step is as follows: tamping plain concrete at the bottom of the leveling cushion layer, wherein the compaction coefficient is more than or equal to 0.97; then pouring a layer of C15 plain concrete leveling cushion layer, wherein each side of the plane of the plain concrete leveling cushion layer is larger than each side of the bottom surface of the cup mouth foundation by 100mm, and the height of the plain concrete leveling cushion layer is not smaller than 100mm, so as to primarily adjust the bottom elevation of the cup mouth foundation;
the second step is that: prefabricating a cup mouth foundation, hoisting and installing the cup mouth foundation at a design position on a field plain concrete leveling cushion layer;
the third step: accurately leveling the elevation of the bottom plane in the cup mouth of the cup mouth foundation by fine aggregate concrete, hoisting the integrated column wallboard after the fine aggregate concrete is solidified, installing the lower column of the integrated column wallboard at a designed position in the on-site cup mouth foundation and preliminarily fixing the lower column, and pouring and fixing the fine aggregate concrete of the cup mouth foundation after the lower column of the integrated column wallboard is installed and adjusted; the fourth step: after the cup foundation fine stone concrete is grouted and solidified, hoisting an integrated superposed bottom plate beam, aligning a reserved bolt hole on the integrated superposed bottom plate beam with a pre-embedded mounting bolt of a column on the upper part of an integrated column wallboard, placing the integrated superposed bottom plate beam on the integrated column wallboard through the pre-embedded mounting bolt, and connecting and fixing the integrated superposed bottom plate beam, the integrated column wallboard and each assembled reinforced concrete building unit together through a connecting steel plate and a nut;
the fifth step: grouting material or impervious fine aggregate concrete is poured into the reserved gaps of the reserved bolt holes, the assembled reinforced concrete building units, the integrated superposed bottom plate beam and the integrated column wallboard, and 20-40mm gaps are reserved close to the waterproof side of the roof when grouting material or impervious fine aggregate concrete is poured into the reserved gaps of the reserved bolt holes, the assembled reinforced concrete building units, the integrated superposed bottom plate beam and the integrated column wallboard;
and a sixth step: and after grouting materials and/or impervious fine stone concrete are/is solidified, reserving a gap of 20-40mm close to the waterproof side of the roof, coating and embedding waterproof paint or factice in the gap, pouring a laminated panel and a reverse edge after the laminated panel and the reverse edge reinforcing steel bar are coated, and finishing the installation of the unitized assembled reinforced concrete building main body structure.
10. The installation and construction method of the assembly-type reinforced concrete building main body structure according to claim 9, wherein: in the third step, when the partition wall adopts a large assembled reinforced concrete slab, the foundation, the buttress and the lower beam with the lower parts fixed are fixed on the foundation, the buttress and the lower beam according to the steps from the first step to the third step, the upper part of the inner partition wall enters the fourth step after being temporarily supported and fixed, and after the fourth step is completed, the upper part of the partition wall is fixed on the upper beam, the slab and the column; when the partition wall adopts the conventional light partition wall and the light interior trim integrated partition wall, the light interior trim integrated partition wall does not need secondary decoration, the weight of the single body is not large, the single body can be arranged on a beam or a simple foundation, and the single body can be manually and directly installed after the main body structure is installed without large-scale hoisting equipment.
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