CN115288284A

CN115288284A - New energy spontaneous power supply building system

Info

Publication number: CN115288284A
Application number: CN202210248830.0A
Authority: CN
Inventors: 宋佳
Original assignee: Individual
Current assignee: Individual
Priority date: 2022-09-24
Filing date: 2022-09-24
Publication date: 2022-11-04

Abstract

The invention discloses a new energy spontaneous power supply building system, which relates to the technical field of real estate buildings, and particularly relates to a building system which is designed and drawn in an early stage, a decoration style is automatically selected by residents through a 3D panoramic mode, and finally the building is prefabricated, produced, transported and built on a construction site in a factory, an assembly type building is removed to form a block, the defects of long period, resource waste and the like of the traditional building are overcome, the earthquake resistance level of the building is guaranteed, the transportation and the installation are convenient, passive energy conservation and environmental protection are achieved through building heat preservation and structure integration and bridge-cut-off aluminum doors and windows and building fusion, the four-season constant temperature and humidity are achieved, the building stability is increased through a mortise and tenon connection mode of ancient buildings, the photovoltaic power generation and the building are perfectly combined through solar energy matched with exterior wall decoration, the converted energy absorbed by solar energy is connected with a power supply box through a storage battery storage system, the whole-day power utilization of the residents is guaranteed, and the use and consumption of coal, oil and natural gas are reduced.

Description

New energy spontaneous power supply building system

1. The technical field is as follows:

the invention relates to the technical field of real estate buildings, in particular to a solar energy power supply system which can replace a traditional building mode, integrates an assembly type building with a passive energy-saving environment-friendly mode, achieves prefabricated production of component factories and zero-pollution construction on site, and achieves that each household can independently supply power through the solar energy power supply system to achieve carbon neutralization.

2. The background art comprises the following steps:

the building for producing, living or other activities is composed of six foundations, i.e. a foundation, a wall or a column, a floor layer, a stair, a roof and a door and window, the foundation is a main stress member of the building, the structure of the building is firm and stable, and can withstand the corrosion of ice, underground water and chemical substances contained in the building and keep the service life, the wall or the column is a vertical bearing member of the building, the wall or the column bears various loads transmitted by a roof and various floors and reliably transmits the loads to a foundation as a wall, the outer wall has a maintenance function, the influence of wind, frost, snow, rain and cold and heat on the indoor is resisted, and the inner wall has a space separation function, so the requirements of heat preservation, heat insulation, sound insulation and the like are also commonly raised for the wall.

The existing building modes in China are divided into a traditional building mode (on-site pre-cross concrete) and an assembly type building (prefabricated components and steel structures), and the traditional building mode has the following defects: 1. the method has the advantages that the resource waste is serious, the investment amount of formwork supporting frames, formwork materials and the like is large, the turnover benefit is low, the secondary utilization cannot be achieved, 2, the environmental pollution is serious, the raised dust, noise, sewage, building residual garbage and the like generated by site construction are frequent, 3, potential safety hazards and accidents are frequent, the high-altitude operation in the building is one of high-risk works in China all the time, the safety of workers cannot be guaranteed, 4, the requirement of the workers is large, the working strength is high, the mechanized construction cannot be achieved, 5, the building construction is obvious in excellent deterioration, the long-term use cannot be achieved, and the cost for old house reconstruction in the later period is too high.

The following disadvantages also exist in relation to prefabricated buildings: prefabricated component cost is improved, simultaneously because the too big long-distance transportation of component, if construction site and mill far away then can produce high-priced transportation expense, and the size is single, can't accomplish the component unification because the building area difference of difference, prefabricated component shock resistance is poor simultaneously, its wholeness and rigidity are less, can't satisfy shock-resistant impact, and if accomplish the antidetonation grade again because too big unable transportation and field erection of volume, steel construction building is heat-resisting but not fire-resistant, so if there is dangerous goods such as flammable easy explosion, factor of safety is low when having, simultaneously steel construction corrosion resistance is also than poor, especially easy corrosion in the environment of moist and corrosive medium, need periodic maintenance, and maintenance cost is higher again, and steel construction is too strict to constructor specialty requirement, because steel is when the welding easy because constructor's misoperation destroys the firmness and the stability of steel construction at later stage.

Moreover, the traditional building or the fabricated building can not be perfectly connected with the solar energy, and autonomous power supply, heat supply and the like are realized.

In combination with the above problems, a new energy spontaneous power supply building system is urgently needed to solve the above problems.

3. The invention content is as follows:

the invention relates to a new energy spontaneous power supply building system, which can integrate assembled buildings and passive energy-saving, environment-friendly, fine decoration into households and solar power supply and heat supply.

In order to achieve the purpose, the invention provides the following technical scheme:

a new energy spontaneous power supply building system comprises two aspects of factory prefabricated production and a new energy spontaneous power supply building integral structure system.

The factory prefabrication production mainly comprises the following steps: the method comprises the following steps of drawing a 3D building component by a factory designer, manufacturing a mould, placing reinforcing steel bars and embedded parts in the mould by a constructor, pouring concrete for forming, demoulding, conveying to a construction site, and completing module splicing by the constructor according to a drawing.

The new energy spontaneous power supply building structure system comprises: the embedded type shear wall is characterized by comprising an embedded type bearing base station, an embedded type shear wall, an embedded type bearing column, an embedded type non-bearing wall, an embedded type unit door, an embedded type window body, an embedded type main beam, an embedded type secondary beam, an embedded type beam plate, an embedded type stair, an embedded type indoor decorative plate, an embedded type indoor partition wall, an embedded type indoor decorative floor, an embedded type hydroelectric well, an embedded type elevator well, an embedded type cornice, an embedded type roof waterproof layer, an embedded type parapet, an embedded type roof, an embedded type outer wall solar decorative plate and the like, wherein all the components are produced through factory prefabrication.

Preferably, embedded bearing base station be the square, the outside sets up the dovetail on four sides, forms the building wholly through piecing together the mode of inserting each other with two embedded bearing base stations that contain the dovetail, embedded bearing base station inside lay horizontal reinforcing bar and longitudinal reinforcement to outwards extend the reinforcing bar, embedded bearing base station both sides leave the hole, be used for connecting overhanging reinforcing bar, connected mode adopts wedge nail tenon connected mode, can prevent that the reinforcing bar from rocking about and from top to bottom, make the building firmer, embedded bearing base station part bottom set up the recess, the recess can insert the building pile, makes building pile and embedded bearing base station form an overall structure, embedded bearing base station top set up to cylindrical arch for connect embedded shear force wall body, embedded heel post, embedded non-bearing wall, embedded stair, embedded interior decorative wall, embedded interior decorative floor etc. embedded bearing base station top cylindrical arch in lay vertical reinforcing bar, its vertical reinforcing bar bottom anchor circle is in horizontal reinforcing bar or longitudinal reinforcement, and outwards extend, the extension part can with embedded heel post, embedded bearing wall, embedded non-bearing wall, embedded stair vertical reinforcing bar connection, embedded shear force wedge connection such as embedded stair.

Preferably, embedded shear force wall be the L shape, the bottom sets up the recess and can imbed on embedded shear force wall top cylindrical protrusion and embedded bearing base station top cylindrical protrusion, embedded shear force wall recess inside set up the insulated column, the insulated column for being used for filling the gap between the cylindrical protrusion, embedded shear force wall inside lay double transverse reinforcement to the reinforcing bar outwards extends, stretches out inside the reinforcing bar can insert embedded non-bearing wall, embedded girder, with inside lay transverse reinforcement and be connected, the connected mode is wedge nail tenon connection, embedded shear force wall inside lay the thermal module, thermal module one side connection wire net, embedded shear force wall be insulation construction integration, embedded shear force wall top set up to cylindrical arch, can connect embedded wall bottom recess, the cylindrical protrusion in embedded shear force wall top inside lay vertical reinforcement to the reinforcing bar outwards extends, embedded shear force wall vertical reinforcement bottom can be connected with embedded bearing tenon, also can be connected with embedded shear force wall vertical reinforcement, the connected mode adopts the overhanging wedge connected mode.

Preferably, the embedded bearing column is a cube, a groove is formed in the bottom of the embedded bearing column and can be embedded into the cylindrical protrusion on the top of the embedded bearing base station and the cylindrical protrusion on the top of the embedded bearing column, an isolation column is arranged inside the groove of the embedded bearing column and is used for filling gaps between the cylindrical protrusions, double rows of bidirectional reinforcing steel bars are arranged inside the embedded bearing column and extend outwards, the extending transverse reinforcing steel bars can be inserted into the embedded non-bearing wall, the embedded main beam and the embedded secondary beam and connected with the transverse reinforcing steel bars arranged inside the embedded non-bearing wall, the embedded main beam and the embedded secondary beam and can be connected with the transverse reinforcing steel bars arranged inside the embedded bearing column, the cylindrical protrusion on the top of the embedded bearing column can be connected with the groove in the bottom of the embedded bearing column, the vertical reinforcing steel bars are arranged inside the cylindrical protrusion on the top of the embedded bearing column and extend outwards, the bottom of the extending vertical reinforcing steel bars of the embedded bearing column is connected with the extending vertical reinforcing steel bars of the embedded bearing base station and can also be connected with the extending vertical reinforcing steel bars of the embedded bearing column, and the embedded bearing column is connected in a wedge-tenon connection mode.

Preferably, the embedded non-bearing wall is a cuboid, the bottom of the embedded non-bearing wall is provided with a groove which can be embedded into the cylindrical protrusion at the top of the embedded bearing base station and the cylindrical protrusion at the top of the embedded non-bearing wall, the embedded window body, the embedded main beam and the embedded secondary beam, the isolating column is arranged in the groove of the embedded non-bearing wall and is used for filling the gap between the cylindrical protrusions, the double rows of transverse steel bars are arranged in the embedded non-bearing wall, one side of the steel bars extends outwards, a hole is reserved at one side of the embedded non-bearing wall, the embedded shear wall, the embedded bearing column, the embedded non-bearing wall and the external transverse steel bars of the embedded window body can be connected with the transverse steel bars in the embedded shear wall through the reserved hole, the connected mode is wedge nail tenon joint, embedded non-bearing wall inside lay the heat preservation module, heat preservation module one side connection wire net, embedded non-bearing wall be insulation construction integration, embedded non-bearing wall top set up to cylindrical arch, joinable embedded non-bearing wall bottom recess and embedded girder, embedded secondary beam, embedded window body bottom recess, embedded non-bearing wall top cylindrical arch inside lay vertical reinforcement to outside extension, the overhanging vertical reinforcement bottom of embedded non-bearing and embedded bearing base station, embedded non-bearing wall, embedded window body, embedded girder, the overhanging vertical reinforcement of embedded secondary beam connect, the connected mode adopts wedge nail tenon joint.

Preferably, the embedded unit door is a cuboid, the bottom of the embedded unit door is provided with a groove which can be embedded into a cylindrical protrusion at the top of the embedded girder, an isolation post is arranged inside the groove of the embedded unit door, the isolation post is used for filling gaps between the cylindrical protrusions, double rows of transverse steel bars are arranged on the inner portion of the embedded unit door from top to bottom, the steel bars extend outwards, the extending transverse steel bars can be inserted into the embedded non-bearing wall and connected with the transverse steel bars arranged inside the embedded non-bearing wall, a hole is reserved in one side of the embedded unit door, the extending transverse steel bars of the embedded non-bearing wall can be connected with the transverse steel bars arranged inside the embedded unit door through the reserved hole in a wedge-nail-tenon connection mode, the top of the embedded unit door is provided with the cylindrical protrusion and can be used for connecting the groove at the bottom of the embedded girder, a door hole is reserved in the middle of the embedded unit door, a door frame is provided with the door frame, and the unit door can be directly installed on the reserved door frame after the follow-up construction.

Preferably, the embedded window body is a cuboid, the bottom of the embedded window body is provided with a groove which can be embedded into a cylindrical protrusion at the top of an embedded non-bearing wall, an isolation column is arranged inside the groove of the embedded window body and is used for filling a gap between the cylindrical protrusions, double rows of transverse steel bars are arranged inside the embedded window body and extend outwards, the extending transverse steel bars can be inserted into the embedded non-bearing wall and are connected with the transverse steel bars arranged inside the embedded non-bearing wall, a hole is reserved in one side of the embedded window body, the extending transverse steel bars of the embedded non-bearing wall can be connected with the transverse steel bars arranged inside the embedded window body through the reserved hole, a heat insulation module is arranged inside the embedded window body, one side of the heat insulation module is connected with a steel wire mesh, the embedded window body is integrated with a heat insulation structure, the top of the embedded window body is provided with the cylindrical protrusion and can be used for connecting with the groove at the bottom of the embedded non-bearing wall, the vertical steel bars are arranged inside the cylindrical protrusion at the top of the embedded window body and extend outwards, the bottom of the embedded vertical extending transverse steel bars is connected with the vertical protruding transverse steel bars of the embedded non-bearing wall, a connecting mode is reserved in the embedded window body, a wedge is reserved in the middle of the embedded window body, the window body, an aluminum bridge can be embedded window body, and can be directly used for being used for casting after being torn into a protective film after being cast, and is directly used for casting, and a protective film after being used for casting after being installed in a post-construction, and is used for casting a post-construction, and a post-construction after being used for directly used for pouring a post-concrete-sealing layer after being installed in a post-construction.

Preferably, embedded girder be the L shape, the bottom sets up the recess and can imbed on embedded non-bearing wall top cylindrical protrusion, embedded girder set up the board tie-beam, board tie-beam bottom recess can imbed on embedded decorative wall top cylindrical protrusion, embedded girder recess inside set up the insulated column, the insulated column can be used for filling the gap between the cylindrical protrusion, embedded girder inside lay four rows of horizontal reinforcing bars to outwards extend, stretch out that horizontal reinforcing bar can insert embedded girder, embedded floor and board tie-beam inside, lay horizontal reinforcing bar with inside and be connected, stretch out that longitudinal reinforcement can insert embedded floor, embedded stair rest platform inside, lay two-way reinforcing bar with inside and be connected, embedded girder one side reserve the hole, embedded girder, embedded shear wall, the overhanging horizontal reinforcing bar accessible of embedded girder reserve the hole and the embedded girder inside horizontal reinforcing bar connection, the embedded girder inside lay the anchor muscle to outwards extend, embedded girder top tenon set up to cylindrical protrusion, can be used for connecting non-bearing wall bottom recess, embedded unit bottom recess, the embedded girder of the embedded girder set up to the available embedded girder top of the embedded girder extension of the embedded girder and the embedded steel bar connection mode, the embedded girder top extension is to the cylindrical protrusion and the embedded girder bottom of the embedded steel bar connection nail.

Preferably, the embedded secondary beam is convex, the bottom of the embedded secondary beam is provided with a groove which can be embedded into an embedded non-bearing wall and an embedded indoor partition wall, the two ends of the secondary beam are provided with plate connecting beams, the bottom of the plate connecting beam is provided with a groove which can be embedded into a cylindrical protrusion on the top of an embedded decorative plate, an isolation column is arranged inside the groove of the embedded secondary beam, the isolation column can be used for filling gaps between the cylindrical protrusions, six rows of transverse steel bars are arranged inside the embedded secondary beam and extend outwards, the extending transverse steel bars can be inserted into the embedded secondary beam, the embedded floor and the plate connecting beam and are connected with the transverse steel bars arranged inside the embedded secondary beam, the extending longitudinal steel bars can be inserted into the embedded floor and are connected with internal bidirectional steel bars, anchoring bars are arranged inside the embedded secondary beam, holes are reserved on one side of the embedded secondary beam, the top of the embedded secondary beam and the extending transverse steel bars of the embedded secondary beam can be connected with the transverse steel bars arranged inside the embedded secondary beam by reserving holes, the top of the embedded secondary beam is provided with a cylindrical protrusion and can be used for connecting the embedded non-bearing wall and the embedded indoor partition wall, the top of the embedded secondary beam is connected with the embedded vertical steel bars by tenon, and the embedded auxiliary beam, the embedded secondary beam, and the embedded vertical reinforcing bar is connected with the embedded slab, and the embedded vertical reinforcing bar is connected with the embedded auxiliary beam in a wedge, and the embedded vertical beam, and the embedded slab.

Preferably, embedded beam slab be the cuboid, the bottom set up the recess can imbed on embedded girder board tie-beam, embedded secondary beam board tie-beam top cylindrical protrusion, embedded beam slab inside set up the insulated column, the insulated column can be used for filling the gap between the cylindrical protrusion, embedded beam slab inside lay double two-way reinforcing bar, embedded girder slab reserve the hole all around, embedded girder, the overhanging transverse reinforcement accessible of embedded secondary beam reserve the hole and be connected with the inside two-way reinforcing bar of embedded floor, embedded beam slab top set up to cylindrical protrusion, can be used for connecting embedded interior decoration floor, embedded interior decoration wall, embedded eaves bottom recess.

Preferably, the bottom of the embedded stair low-end ladder beam is provided with a groove which can be embedded into an embedded bearing base platform and a cylindrical projection at the top of a stair rest platform, the embedded stair groove is internally provided with a separation column which can be used for filling a gap between the cylindrical projections, the bottom of the embedded stair high-end ladder beam is provided with a groove which can be embedded into the cylindrical projection at the top of the stair rest platform, the embedded stair is internally provided with two-way distributed reinforcing steel bars, the embedded stair low-end ladder beam and the embedded stair high-end ladder beam are internally provided with anchoring ribs, the bottom of the embedded stair low-end ladder beam and the groove of the embedded stair high-end ladder beam are provided with reserved holes, the embedded bearing base platform and the external vertical reinforcing steel bars of the stair rest platform can be connected with the internal anchoring ribs of the embedded stair low-end ladder beam and the embedded stair high-end ladder beam through the reserved holes, the embedded stair is provided with a stair rest platform, the bottom of the embedded stair low-end ladder beam and the external reinforcing steel bars can be connected with the embedded stair rest platform through the reserved holes, the external reinforcing steel bars can be connected with the embedded stair rest platform top of the embedded stair low-end ladder beam and the embedded stair rest platform in a two-end anchoring rib mode, and the embedded stair rest platform, the embedded stair rest platform can be connected with the embedded stair rest platform external reinforcing steel bars, and the embedded stair rest platform.

Preferably, embedded interior decoration board bottom set up the recess and can imbed on embedded bearing base station, embedded beam slab top cylindrical protrusion, embedded interior decoration board recess inside set up the insulated column, the insulated column can be used for filling the gap between the cylindrical protrusion, embedded interior decoration board top set up cylindrical protrusion, can be used for overlap joint embedded girder board tie-beam, embedded secondary beam board tie-beam bottom recess, embedded interior decoration board in the middle of be can adorning the decorative board, embedded interior decoration board's decorative panel openly can paste arbitrary materials such as wall paper, dado, diatom mud material, wall paint, ceramic tile, marble, the embedded interior decoration board of telling can do the waterproof layer in advance as bathroom, kitchen part, embedded interior decoration board on can do the wall cabinet equipment, belong to one part of prefabricated fitment, can be after building part is accomplished the embedded interior decoration board transport to the construction site equipment can.

Preferably, the embedded indoor partition wall is a double surface of A and B, the inner part of the embedded indoor partition wall A is provided with a cylindrical protrusion connecting column, the inner part of the embedded indoor partition wall B is provided with a connecting groove, the embedded indoor partition wall A connecting column can be embedded into the connecting groove of the embedded indoor partition wall B to form a wall body, a partition column is arranged inside the connecting groove of the embedded indoor partition wall B and can be used for filling gaps among the cylindrical protrusions, the bottom of the embedded indoor partition wall is provided with a groove which can be embedded into the cylindrical protrusions at the tops of the embedded bearing base platform, the embedded secondary beam and the embedded beam slab, an isolation column is arranged inside the groove of the embedded indoor partition wall and can be used for filling gaps among the cylindrical protrusions, the embedded indoor partition wall is characterized in that the top of the embedded indoor partition wall is provided with a cylindrical bulge which can be used for lapping an embedded secondary beam and a groove at the bottom of an embedded beam plate, the indoor partition wall is made of concrete materials, any materials such as wallpaper, a wall protection plate, a diatom mud material, wall paint, ceramic tiles, marble and the like can be pasted on two surfaces A and B of the indoor partition wall, different materials can be adopted according to different space effects, the wall bodies adopt two surfaces A and B, even if one surface is decorated with toilet wall bricks and one surface is decorated with living room wall plates, the worry that the construction cannot be carried out can be avoided, a waterproof layer can be made in advance for the part of a toilet or a kitchen as the embedded indoor partition wall, the embedded indoor partition wall can be assembled on a wall and can be transported to a construction site after the decorated part is pasted with a protective film, and can be carried out with the building synchronously, after all the construction is finished, the protective film is removed, and the method belongs to a part of prefabricated decoration.

Preferably, the bottom of the embedded interior decoration floor is provided with a groove which can be embedded into the cylindrical protrusions at the tops of the embedded bearing base platform and the embedded beam plate, the groove of the embedded interior decoration floor is internally provided with an isolation column which can be used for filling gaps among the cylindrical protrusions, the surface of the interior decoration floor can be pasted and coated with decorative materials such as floors, floor tiles, marble and foam boards, the interior decoration floor part comprises pipeline connectors such as a water inlet, a water outlet and the like, the interior decoration floor can be used as a kitchen part of a toilet and can be prepared with a waterproof layer in advance, the interior decoration floor is transported after a decorative part is prepared and a protective film is pasted on the interior decoration floor, the interior decoration floor is a construction site and can be constructed with a building, and the interior decoration floor belongs to a part of prefabricated decoration.

Preferably, embedded hydroelectric well bottom set up the recess, can imbed on embedded bearing base station, the cylindrical arch in embedded beam slab top, the inside insulated column that sets up of embedded water and electricity wall recess, the insulated column can be used to fill the gap between the cylindrical arch, embedded hydroelectric well top set up cylindrical arch, can be used to overlap joint embedded beam slab bottom recess, embedded hydroelectric well inside set up a recess and be used for placing solar battery, turn into the resident family on this layer of electric quantity supply with architectural decoration wall body last solar energy absorbing heat, guarantee also can normally use electricity when not having the sun.

Preferably, embedded elevartor shaft bottom set up the recess, can imbed on embedded bearing base station, embedded girder, embedded secondary beam top cylindrical protrusion, embedded elevartor shaft bottom recess inside set up the insulated column, the insulated column can be used for filling the gap between the cylindrical protrusion, embedded elevartor shaft inside empty, only use as the elevartor shaft outer wall, embedded elevartor shaft be equipped with two doorways outward for settle lift-cabin door and flush mounting plate of switch, elevartor shaft top set up cylindrical protrusion, can be used for overlap joint elevartor shaft bottom recess, the elevator normally installs can.

Preferably, embedded cornice bottom set up the recess, can imbed on embedded beam slab, embedded girder, embedded secondary beam, embedded cornice bottom recess in set up the insulated column, the insulated column can be used for filling the gap between the cylindrical arch, embedded cornice inside lay two-way reinforcing bar, embedded cornice one side outwards extend, extension bottom no recess, extension be used as the drainage, shelter from the usefulness, embedded cornice top set up cylindrical arch, be used for connecting embedded parapet, embedded roofing waterproof layer bottom recess, embedded cornice top both ends cylindrical arch inside lay vertical reinforcement to outwards stretch out, parapet inside vertical reinforcement bottom and the overhanging vertical reinforcement of embedded cornice be connected.

Preferably, the bottom of the embedded roof waterproof layer is provided with a groove which can be embedded into the embedded cornice, an isolation column is arranged inside the groove of the embedded roof waterproof layer and can be used for filling a gap between the cylindrical protrusions, a heat insulation layer is arranged inside the embedded roof waterproof layer, the surface of the embedded roof waterproof layer is coated with waterproof materials, two-way steel bars are arranged inside the embedded roof waterproof layer, the top of the embedded roof waterproof layer is an inclined plane, the top of the embedded roof waterproof layer is provided with the cylindrical protrusions and can be used for being lapped with the groove at the bottom of a roof support on an embedded roof, and the cylindrical protrusions at the top of the embedded roof waterproof layer are internally provided with vertical steel bars which extend outwards and are inserted into the roof support.

Preferably, embedded parapet bottom set up the recess, can imbed on embedded cornice, embedded parapet bottom recess inside set up the insulated column, the insulated column can be used to fill the gap between the cylindrical arch, embedded parapet in lay horizontal reinforcing bar to outside extension stretches out horizontal reinforcing bar and can insert in the embedded parapet with embedded parapet in horizontal reinforcing bar connection, embedded parapet one side reserve the hole, embedded parapet stretch out horizontal reinforcing bar accessible and reserve the hole and embedded parapet in horizontal reinforcing bar connection, embedded parapet in lay vertical reinforcing bar, embedded parapet vertical reinforcing bar bottom can connect the overhanging vertical reinforcing bar of embedded roofing waterproof layer, embedded parapet medial surface set up the basin, can flow into the basin with rainwater, snow water etc. that embedded roofing was discharged, embedded parapet inboard set up the water drainage tank, the parapet tip set up the outlet, the water that will go out in the basin flows into the water drainage tank and discharges, the parapet surface brush and prevent water material.

Preferably, the embedded roof is divided into a flat roof and an inclined roof, the bottom of the flat roof of the embedded roof is provided with a groove which can be embedded in the embedded roof waterproof layer, the groove of the embedded roof is internally provided with an isolation column which can be used for filling the gap between the cylindrical bulges, the surface of the embedded roof is coated with a waterproof material, the bottom of the roof bracket of the inclined roof of the embedded roof is provided with a groove which can be embedded in the embedded roof waterproof layer, the groove of the roof bracket is internally provided with an isolation column which can be used for filling the gap between the cylindrical bulges, holes are reserved in the groove of the roof bracket, the embedded roof waterproof layer overhanging vertical steel bar can be inserted into a roof support, the roof support is trapezoidal, the top of the roof support is provided with a cylindrical protrusion which can be connected with a pitched roof, the bottom of the pitched roof is provided with a groove which can be embedded into the cylindrical protrusion at the top of the roof support, the top of the pitched roof is provided with a cylindrical protrusion which can be connected with a ridge, the bottom of the ridge is provided with a groove which can be embedded into the cylindrical protrusion at the top of the pitched roof, the outer surface of the pitched roof can be coated with a waterproof layer, and roof decorative materials such as tiles, resin tiles, aluminum alloy, metal materials and the like are laid on the waterproof layer, and the ridge can be processed into different patterns.

Preferably, embedded outer wall solar energy decorative board inboard set up the recess, embedded outer wall solar energy decorative board recess inboard set up cylindrical connecting piece, the connecting piece can be connected with embedded shear force wall, embedded heel post, the inside wedge nail tenon connecting piece wedge nail of embedded non-bearing wall, embedded outer wall solar energy decorative board outside embedding photovoltaic board, thereby the photovoltaic board can be used to absorb the solar ray and deposit in the battery in every layer of embedded water electric well recess after turning into the electric quantity, the normal power consumption of every layer of every family can be reached in rethread battery and electric wire netting connection.

Compared with the prior art, the invention has the following beneficial effects:

1, the conditions of long construction period, resource waste and the like of the traditional building are broken through: all embedded components are prefabricated in a factory and then transported to a construction site for construction, so that the links of early-stage measurement, wiring, formwork support, rebar placement, rebar binding, concrete cast-in-place and the like are omitted, the subsequent complicated processes such as formwork removal due to concrete solidification and the like are reduced, the resource waste and the like caused by formwork support are reduced, and the construction period can be effectively controlled by covering one layer and finishing one layer.

2, the building system is complete: all components in the building, including exterior wall decoration, interior decoration and the like, are integrally constructed by factory unified drawing, molding, production processing, transportation, installation and the like, so that the building integrity can be guaranteed, and the problems of poor-quality materials and the like in construction can be reduced when the components are put into use after factory unified delivery and acceptance.

3 the transportation is convenient while ensuring the anti-seismic problem: all leave factory the component volume less, convenient transportation in the mill, can not produce high freight cost, the inside reinforcing bar distribution mode of component all is implemented according to national GB50010-2010 concrete structure design standard simultaneously, and the cylindrical arch at every component top all has the effect of supporting to upper portion component, and the internal connection mode of reinforcing bar adopts the wedge nail tenon mode of being connected, and its advantage is exactly can reduce about the component and reciprocate and more can increase the stability of building. And because the components are connected in an embedding mode and are not poured uniformly, the condition that the concrete is broken is not existed any more.

4, integrated construction of a heat insulation structure: all the factory-leaving component outer wall parts are internally provided with heat-insulating modules, and doors and windows are uniformly molded and installed by factories, so that no gap exists between the doors and windows and a wall body, and the heat-insulating property of the doors and windows is further improved.

5, energy conservation and environmental protection: because all components are produced and processed by the factory in a unified way, cold and hot bridges can be effectively separated no matter the external wall insulation building is integrally constructed or the bridge-cut-off aluminum door and window with zero gaps between the components and the wall body, the indoor constant temperature and humidity are realized, the overlarge indoor temperature difference caused by seasonal differences in the south and north is reduced, the power consumption of residents is greatly saved, industrial garbage, noise, environmental pollution and the like caused by site construction can be avoided, and the effects of energy conservation and environmental protection are achieved.

6, really combining the building with energy sources: the solar panel is replaced by the outer wall decoration, so that the problem that power supply requirements cannot be met due to too little solar energy storage is solved, and meanwhile, all factory-leaving components are constructed by a factory-unified formwork-erecting field embedded connection method, so that heat absorbed by all solar panels can be converted into electric quantity to be transmitted to the interior of each layer of storage battery, and then the electric quantity is supplied to residents on the same layer in a unified manner, so that the power consumption requirements of users can be ensured, meanwhile, the solar energy storage can be received according to the running of the sun due to the fact that the house outer wall decoration is four sides, and each layer of solar panel is only responsible for power consumption of the layer, and the situation of insufficient power consumption does not exist.

7 carbon neutralization can be realized, and carbon peak reaching is expected to be realized: the embedded building system can ensure indoor constant temperature and humidity, the building external wall panel is a solar power generation panel, absorbed solar energy can be converted into a power system to supply power to each household, the problem of electricity consumption increased by indoor heat in the south in summer is solved, electricity of each household can be self-sufficient, carbon emission is reduced, the problem of centralized heat supply increased by indoor cold in the north in winter is solved, the existing electric power heating system is matched, each household can generate electricity and supply heat by itself, coal heat supply and gas heat supply can be omitted, carbon emission is reduced, and the use of natural gas is saved.

8, decoration prefabrication: with the development of the technology, residents do not need to finish decoration in the future days, favorite styles and styles can be selected on site directly according to personal preferences during house type selection and then delivered to a factory for unified production and processing, decoration garbage caused by decoration waste after construction is finished can be avoided, all materials can be effectively used without resource waste, a lot of precious time is saved for owners, and various reworking caused by blind decoration is avoided.

9, natural disasters can be sensed in advance to make protection and early warning: because the building element is the prefabricated production of mill to constitute with module overlap joint mode on-the-spot, consequently can more effectively utilize the component, if at non-bearing position embedding detecting system, can rise the emergency exit automatically when the flood comes and block the erosion of flood to the building, or the earthquake comes the interim automatic safety room that rises of each family can supply people to avoid the earthquake and bring casualties, reduce the economic loss because of natural disasters causes.

10 recycling of building materials: all buildings are embedded building systems, so when the building is damaged due to a certain period or natural disasters and the like, the building module can be dismantled from top to bottom step by step according to the building drawing, undamaged components are secondarily used, the interior decoration style can be changed at any time, only the embedded interior decoration plate or the floor needs to be dismantled and replaced when the building is replaced, a large amount of manual dismantling is not needed, the environment is not polluted by wastes and garbage, and the indoor secondary maintenance is facilitated.

4. Description of the drawings

FIG. 1 is a schematic three-dimensional structure of an embedded building system according to the present invention

FIG. 2 is a schematic view of the lap joint of the embedded bearing base platform

FIG. 3 is a perspective schematic view and an exploded view of the embedded load-bearing abutment of the present invention

FIG. 4 is a schematic view of a three-dimensional structure of an embedded shear wall according to the present invention

FIG. 5 is a schematic view of a three-dimensional top view of an embedded shear wall according to the present invention

FIG. 6 is a perspective exploded view of the embedded shear wall according to the present invention

FIG. 7 is a schematic view of a three-dimensional structure and a schematic view of a top-down three-dimensional structure of an embedded bearing column according to the present invention

FIG. 8 is a schematic perspective view of an embedded bearing column according to the present invention

FIG. 9 is a schematic view of a three-dimensional structure of an embedded non-load-bearing wall according to the present invention

FIG. 10 is a schematic view of a three-dimensional structure and a schematic view of a top three-dimensional structure of an embedded non-load-bearing wall according to the present invention

FIG. 11 is a perspective exploded view of the embedded non-load bearing wall according to the present invention

FIG. 12 is a schematic perspective view and a schematic top view of an embedded unit door according to the present invention

FIG. 13 is a perspective exploded view of the embedded unit door of the present invention

FIG. 14 is a schematic view of a three-dimensional structure of an embedded window and a schematic view of a top three-dimensional structure of the embedded window

FIG. 15 is a perspective exploded view of the embedded window of the present invention

16 fig. 16 is a schematic perspective view of the embedded main beam of the present invention

FIG. 17 is a perspective exploded view and a top perspective view of an embedded girder according to the present invention

FIG. 18 is a schematic view of a three-dimensional structure of an embedded secondary beam and a schematic view of a top three-dimensional structure of the embedded secondary beam

19 fig. 19 is a perspective exploded view of the embedded secondary beam of the present invention

20 fig. 20 is a schematic perspective view and a schematic top perspective view of the embedded beam slab of the present invention

FIG. 21 is an exploded perspective view of the embedded beam and slab of the present invention

22 fig. 22 is a schematic view of the three-dimensional structure of the embedded stair and the three-dimensional structure of the rest platform according to the invention

FIG. 23 is a schematic view of a top perspective view of the stair insert and a top perspective view of the landing according to the present invention

24 fig. 24 is an explosion diagram of the embedded stairway and an explosion diagram of the rest platform structure according to the invention

25 fig. 25 is a schematic view of a three-dimensional structure of an embedded indoor decorative plate of the invention

Fig. 26 is an exploded view and a top perspective view of the interior decorative panel according to the present invention

27 FIG. 27 is a schematic view of a three-dimensional structure of an embedded indoor partition wall according to the present invention

28 fig. 28 is a schematic view of a three-dimensional structure of an embedded indoor partition wall with a door according to the present invention

FIG. 29 is a perspective view and a top view of the embedded interior decoration floor of the present invention

30 fig. 30 is an exploded view of the embedded indoor decorative floor of the present invention

31 FIG. 31 is a schematic view of the three-dimensional structure and a schematic view of the top three-dimensional structure of the embedded type water-electricity well according to the present invention

32 figure 32 is a schematic illustration of an explosion of an embedded hydroelectric wall well of the present invention

Fig. 33 is a schematic perspective view and a schematic top perspective view of the embedded elevator shaft according to the present invention

Fig. 34 is an exploded view of an embedded elevator shaft according to the present invention

FIG. 35 is a schematic view of an embedded cornice three-dimensional structure and a schematic view of a top three-dimensional structure of the invention

36 FIG. 36 is a schematic view of the embedded cornice explosion of the present invention

37 fig. 37 is a schematic view of a three-dimensional structure and a schematic view of a top three-dimensional structure of the embedded roof waterproof layer according to the present invention

FIG. 38 is an exploded view of the waterproof layer of the present invention

FIG. 39 is a perspective view and a top perspective view of the embedded parapet of the present invention

FIG. 40 is an exploded view of a parapet wall according to the present invention

41 FIG. 41 is a schematic view of a three-dimensional structure of an embedded roof according to the present invention

42 fig. 42 is a schematic view of a top-down three-dimensional structure of the embedded roof of the present invention

43 fig. 43 is a schematic view of the three-dimensional structure and a schematic view of the top three-dimensional structure of the embedded solar panel for exterior wall decoration according to the present invention

44 fig. 44 is a schematic view of the three-dimensional structure of the window decoration of the embedded exterior wall of the present invention

45 fig. 45 is a schematic view of a three-dimensional structure of a steel bar wedge nail tenon connection mode of the invention

Wherein, the above-mentioned attached drawings include the following reference numerals: 1. a foundation; 2. transverse reinforcement of the foundation; 3. a foundation dovetail groove; 4. longitudinal reinforcement of the foundation; 5. a foundation embedded column; 6. a shear wall; 7. a shear wall embedding groove; 8. embedding the shear wall into the column; 9. a shear wall spacing column; 10. a shear wall with a beam; 11. a load-bearing column; 12 the load-bearing column is embedded in the groove; 13. the bearing column is embedded into the column; 14. a bearing column spacer column; 15. a non-load bearing wall; 16. The non-bearing wall is embedded into the groove; 17. non-load bearing wall embedded columns; 18. non-load bearing wall spacer columns; 19. a main beam; 20. a main beam embedded groove; 21. a main beam embedded column; 22. a main beam spacing column; 23. a main beam floor connecting beam; 24. a main beam floor slab connection column; 25. a secondary beam; 26. the secondary beam is embedded into the groove; 27. the secondary beam is embedded into the column; 28. the secondary beam is spaced from the column; 29. the secondary beam floor slab is connected with the beam; 30. a secondary beam floor slab connection column; 31. a window body; 32. A window body is embedded into the groove; 33. the window body is embedded into the column; 34. window body spacing columns; 35. connecting grooves of the decorative wall; 36. a decorative wall spacer column; 37. a decorative wall embedded column; 38. a decorative surface; 39. a decorative wall with a frame; 40. decorating the A surface of the partition wall; 41. the A surface of the decorative partition wall is embedded into the groove; 42 decorating a partition wall A surface partition column; 43. connecting columns are arranged on the A surface of the decorative partition wall; 44. embedding columns on the A surface of the decorative partition wall; 45 decorating the B surface of the partition wall; 46. a decorative partition wall B surface is embedded into the groove; 47. decorating partition wall B surface partition columns; 48. embedding columns on the B surface of the decorative partition wall; 49. decorating a connecting groove on the B surface of the partition wall; 50. the B surface of the decorative partition wall is connected with the partition column; 51. decorating the door frame of the partition wall; 52. decorating the floor; 53. the decorative floor is embedded into the groove; 54. decorative floor spacing columns; 55. a floor slab; 56. a floor slab embedded groove; 57. embedding the floor slab into the column; 58. floor spacer columns; 59. a staircase; 60. a stair tread; 61. the lower end ladder beam of the stair is embedded into the groove; 62. the lower end of the stair is provided with a stair beam spacing column; 63. a resting platform; 64. the rest platform is embedded in the groove; 65. the rest platform is embedded into the column; 66. a rest platform spacer post; 72. a unit gate; 73. a unit door embedded groove; 74. a cell gate insert post; 75. a cell door spacer post; 76. a unit door frame; 77. a bridge cut-off aluminum window; 78. a hydro-electric well; 79. a frame of the hydroelectric well; 80. a hydroelectric well embedded groove; 81. a hydroelectric well embedded column; 82. a hydroelectric well spacer column; 83. an inner wall of the hydroelectric well; 84. an elevator shaft; 85. an elevator shaft inner wall; 86. an elevator shaft embedded groove; 87. an elevator shaft spacing column; 88. an elevator shaft embedded column; 89. an elevator shaft door frame; 90. a parapet wall; 91. the parapet wall is embedded into the groove; 92 parapet spacer columns; 93. a parapet wall water outlet groove; 94. parapet wall drainage channel; 95. a parapet drain outlet; 96 cornice; 97. a cornice embedding groove; 98. a cornice spacer column; 99. the cornice is embedded into the column; 100. a waterproof layer; 101, embedding a waterproof layer into a groove; 102. a waterproof layer embedded column; 103 waterproof layer spacing columns; 104. a roof support; 105. the roof support is embedded in the groove; 106. a roof support spacer post; 107. a pitched roof; 108. pitched roof embedded groove, 109, roof embedded column; 110. an outer wall decorative plate; 111. the outer wall decorative plate is embedded into the groove; 112. a solar panel; 113. modeling a pitched roof; 114. an exterior wall decorative window; 115. the outer wall decorative window embedded groove; 116. vertical reinforcing steel bars; 117. horizontal steel bars of the shear wall; 118 mesh of steel reinforcement; 119 a heat preservation module; 120. the shear wall with the beam vertically penetrates through the rib; 121. longitudinal steel bars of the rest platform; 122. transverse reinforcing steel bars of the bearing columns; 123. longitudinal reinforcing steel bars of the bearing column; 124. horizontal reinforcing steel bars of the non-load-bearing wall; 125 pre-making holes by wedge nails; 126. the main beam is provided with long ribs; 127. longitudinal main beam steel bars; 128. girder anchoring ribs; 129. the secondary beam is provided with a long rib; 130. Longitudinal reinforcing steel bars of the secondary beam; 131. secondary beam anchoring ribs; 132. a window frame; 133. horizontal steel bars of the window body; 134. transverse steel bars of the unit door; 135. The storage battery is connected with the solar connector; 136. transverse reinforcing steel bars of the floor slab; 137. longitudinal reinforcing steel bars of the floor slab; 138 floor anchoring ribs; 139. a storage battery placing position; 140. parapet transverse steel bars; 141. cornice transverse steel bars; 142. cornice longitudinal steel bars; 143 waterproof layer transverse steel bars; 144. Longitudinal reinforcing steel bars of the waterproof layer; 145 waterproof coating; 146. decorating a roof ridge; 147. a roof ridge; 148. a ridge embedded groove; 149. an exterior wall decorative window frame; 150. an exterior wall decorative connector; 151. wedging nails; 152. the high-end ladder beam of the stair is embedded into the groove; 153. a high-end ladder beam spacing column of the stair; 154 stair transverse reinforcement; 155. longitudinal stair steel bars; 156. stair anchoring ribs; 157. transverse steel bars of the rest platform; 158. anchoring ribs on the rest platform; 159. connecting the prefabricated holes by steel bars; 160. pressing the parapet wall; 161. a wedge head slot; 162. wedging a head;

5. detailed description of the preferred embodiments

The technical solutions in the embodiments of the present invention will be clearly and completely described below with reference to the drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only a part of the embodiments of the present invention, rather than all embodiments, and based on the embodiments of the present invention, all other embodiments obtained by a person of ordinary skill in the art without making creative efforts belong to the protection scope of the present invention.

Meanwhile, due to the fact that the number of the attached drawings and the number of the reference numerals are too large, the building system display diagram can be referred to in fig. 1, and the structure of the building system can be explained one by one.

Referring to fig. 1 to 45, the present invention provides a technical solution: the utility model provides a new forms of energy are from power generation building system, including ground 1, need dig out liquefied soil layer or soft soil before ground 1 lays, then throw into the stone pile, at last with ground 1 direct embedding that has the cylinder type recess on the stone pile, ground transverse reinforcement 2 is laid to the bottom in ground 1, lay ground longitudinal reinforcement 4 on ground transverse reinforcement 2, and carry out the ligature processing to its junction, ground transverse reinforcement 2 and ground longitudinal reinforcement 4 stretch out outside ground 1, ground 1 is all set up dovetail 3 around about, can piece together each other between dovetail 3, reserve reinforced connection prefabricated hole 159 on dovetail 3 simultaneously, can stretch out reinforced connection prefabricated hole 159 with ground 1 internal transverse reinforcement 2 or longitudinal reinforcement 4 with transverse reinforcement 2 or longitudinal reinforcement 4 and connect, transverse reinforcement 2 and longitudinal reinforcement 4 both ends set up the connector, insert wedge nail 151 in wedge nail prefabricated hole 125 after the connection and fix it, ground 1 top sets up tenon embedding post 5, imbed vertical reinforcement 116 in the post 5, vertical reinforcement both ends set up, and stretch out foundation embedding post 5, and the dovetail 1 can be used the foundation to increase its advantage of the tight coupling of foundation when connecting the foundation, the stability is connected by the foundation.

The shear wall 6 can be embedded into the foundation 1 in a way that a shear wall embedding groove 7 at the bottom of the shear wall 6 is lapped on a foundation embedding column 5, a shear wall spacing column 9 is a gap for filling the middle of the embedding column, a foundation embedding column 5 extends out of a vertical reinforcing steel bar 116 and is inserted into a reinforcing steel bar connection prefabricated hole 159 in the shear wall embedding groove 7 to enter the interior of the shear wall 6 to be connected with the vertical reinforcing steel bar 116 in the shear wall 6, two ends of the bottom of the vertical reinforcing steel bar 116 in the shear wall 6 are provided with connectors, after the connection, a wedge nail 151 is inserted into a wedge nail prefabricated hole 125 to be fixed, shear wall horizontal reinforcing steel bars 117 are arranged in the shear wall 6, the shear wall horizontal reinforcing steel bars 117 are double-row bidirectional reinforcing steel bars, binding treatment is carried out at the joint of the shear wall horizontal reinforcing steel bars 117 and the vertical reinforcing steel bar 116, a heat preservation module 119 is arranged outside the shear wall horizontal reinforcing steel bar 117, a steel wire mesh 118 is arranged outside the heat preservation module 119, the shear wall 6 is a precast concrete component, the shear wall 6 is an integrated structure of a heat preservation structure, in addition, the shear wall 6 is also provided with a component which can be used when a main beam 19 is connected, the shear wall 10 is a shear wall with a beam, when the shear wall 10 with the beam is provided, a horizontal steel bar 117 is additionally arranged in the shear wall 6, a vertical through bar 120 of the shear wall with the beam is arranged in the shear wall 6, the horizontal steel bar 117 of the shear wall and the vertical through bar 120 of the shear wall with the beam extend out of the shear wall 6, the extending part is provided with a connector to facilitate the connection with other component steel bars, the top of the shear wall 6 is provided with a shear wall embedded column 8, a shear wall embedded groove 7 can be lapped on the shear wall embedded column 8 to be overlapped upwards one by one to form a building wall body, the vertical steel bar 116 is arranged in the shear wall embedded column 8, the vertical steel bar 116 extends out of the shear wall embedded column 8, and two ends of the vertical steel bar 116 are provided with connectors, but carry out the end to end in the shear force wall 6, insert wedge nail 151 in the prefabricated hole 125 of wedge nail after the connection and fix it, this overlap joint mode can satisfy the small member transportation, also can realize the high freedom of building, and the combination convenient and fast, the integrality of reinforcing bar can be ensured to end's mode, can guarantee shear force wall anti-seismic performance at the stability of cooperation wedge nail tenon simultaneously.

A load-bearing column 11 can be embedded in a foundation 1 by lapping a load-bearing column embedded groove 12 at the bottom of the load-bearing column 11 on a foundation embedded column 5, a load-bearing column spacer column 14 is a gap filled in the middle of the embedded column, an overhanging vertical steel bar 116 of the foundation embedded column 5 is inserted into a steel bar connection prefabricated hole 159 in the load-bearing column embedded groove 12 to be connected with an inner vertical steel bar 116 of the load-bearing column 11, a wedge nail 151 is inserted into a wedge nail prefabricated hole 125 to be fixed after the connection, a load-bearing column transverse steel bar 122 and a load-bearing column longitudinal steel bar 123 are arranged in the load-bearing column 11 and are bound at the connection part, the load-bearing column 11 is a concrete prefabricated component, and the load-bearing column transverse steel bar 122 and the load-bearing column longitudinal steel bar 123 both extend out of the load-bearing column 11, the extension sets up the connector, convenient and other component steel bar connection, 11 tops of heel post set up heel post embedding post 13, can be with the lap-joint of heel post embedded groove 12 on heel post embedding post 13, upwards stack one by one forms the building heel post, lay vertical reinforcement 116 in the heel post embedding post 13, and stretch out outside the heel post 11, vertical reinforcement 116 both ends set up the connector, can insert in the heel post 11 and be connected with vertical reinforcement 116, insert wedge nail 151 in wedge nail prefabricated hole 125 after connecting, its lap-joint mode can be revised at any time, avoid appearing the variation in the building construction, lead to the structure unstability, also can consolidate the processing to the building, convenient and fast.

The non-bearing wall 15 can be embedded on the foundation 1, the mode is that a non-bearing wall embedded groove 16 at the bottom of the non-bearing wall 15 is lapped on a foundation embedded column 5, a non-bearing wall spacing column 18 is used for filling a gap in the middle of the embedded column, a vertical reinforcing steel bar 116 extending out of the foundation embedded column 5 is inserted into a reinforcing steel bar connecting prefabricated hole 159 in the non-bearing wall embedded groove 16 to be connected with a vertical reinforcing steel bar 116 in the non-bearing wall 15, after the connection, a wedge nail 151 is inserted into a wedge nail prefabricated hole 125 to be fixed, a non-bearing wall horizontal reinforcing steel bar 124 is arranged in the non-bearing wall 15, one side of the non-bearing wall horizontal reinforcing steel bar 124 extends out of the non-bearing wall 15, two ends of the non-bearing wall horizontal reinforcing steel bar 124 are provided with connectors, a heat preservation module 119 is arranged outside the non-bearing wall horizontal reinforcing steel bar 124, a steel wire mesh 118 is arranged outside the heat preservation module 119, the non-bearing wall 15 is a precast concrete component, and the non-bearing wall 15 is an integrated structure, the non-bearing wall horizontal steel bars 124 do not extend out of one side of the non-bearing wall, reserved steel bar connection prefabricated holes 159, the shear wall horizontal steel bars 117, bearing column horizontal steel bars 122, bearing column longitudinal steel bars 123, non-bearing wall horizontal steel bars 124, window body horizontal steel bars 133 and unit door horizontal steel bars 134 can be inserted into the non-bearing wall 15 reserved steel bar connection prefabricated holes 159 and connected with the non-bearing wall horizontal steel bars 124, after connection, wedge nails 151 are inserted into the wedge nail prefabricated holes 125 to be fixed, the top of the non-bearing wall 15 is provided with non-bearing wall embedded columns 17, the non-bearing wall embedded grooves 16 can be lapped on the non-bearing wall embedded columns 17 to be upwards overlapped one by one to form a building wall, the overlapping mode adopts staggered overlapping, the building is more stable by utilizing the interlocking structure principle, the vertical steel bars 116 are arranged in the non-bearing wall embedded columns 17 and extend out of the non-bearing wall 15, two ends of the vertical steel bars 116 are provided with connectors, stretch out the outer vertical reinforcement 116 of post and insert in non-bearing wall 15 and be connected with vertical reinforcement 116, insert wedge nail 151 in the prefabricated hole 125 of wedge nail after connecting, all tops set up the protruding arrangement mode of cylinder and all pass through precision calculation promptly the reinforcing bar position of placing, even adopt the fissure of displacement overlap joint also can guarantee the steel bar connection, all fix before concrete placement including wedge nail male hole and steel bar connection mode, can guarantee the condition that can't appear the component skew and can't use in the construction, compare traditional building, factory's prefabricated component is more accurate.

The window body 31 can be embedded into the non-bearing wall 15 by overlapping the window body embedded groove 32 at the bottom of the window body 31 on the non-bearing wall embedded column 17, the window body spacing column 34 is a gap filled in the middle of the embedded column, the vertical steel bar 116 extending out of the non-bearing wall embedded column 17 is inserted into the steel bar connecting prefabricated hole 159 in the window body embedded groove 32 to be connected with the vertical steel bar 116 in the window body 31, after the connection, the wedge nail 151 is inserted into the wedge nail prefabricated hole 125 to be fixed, the horizontal steel bar 133 is arranged in the window body in the top of the window body 31, one side of the horizontal steel bar 133 of the window body extends outwards, the two ends of the horizontal steel bar 133 of the window body are provided with connectors, the heat preservation module 119 is arranged in the window body 31, the steel wire mesh 118 is arranged outside the heat preservation module 119, and the heat preservation module 119 and the steel wire mesh 118 are cut at the window frame 132, attach the protection film after accomplishing bridge cut-off aluminium window 77 by factory processing and put into window frame 132, concrete placement shaping at last, window form 31 top sets up window form embedding post 33, with 16 overlap joints of non-bearing wall embedded groove on window form embedding post 33, lay vertical reinforcement 116 in the window form embedding post 33, and stretch out outside the window form 31, vertical reinforcement 116 both ends set up the connector, stretch out the outer vertical reinforcement 116 of post and insert in non-bearing 15 and be connected with vertical reinforcement 116, insert wedge nail 151 in the prefabricated hole of wedge nail 125 after connecting, fix, the window form integration can reduce heat conduction, avoid the potential safety hazard, and the cold and hot bridge of integration window form can effective separation, accomplish still reduce the expenditure of charges of electricity when energy-concerving and environment-protective, save secondary operation in the construction, practice thrift building cost.

The main beam 19 can be embedded into the non-bearing wall 15 by overlapping a main beam embedding groove 20 at the bottom of the main beam 19 on a non-bearing wall embedding column 17, a main beam spacing column 22 is used for filling a gap in the middle of the embedding column, a vertical reinforcing steel bar 116 extending out of the non-bearing wall embedding column 17 is inserted into a reinforcing steel bar connection prefabricated hole 159 in the main beam embedding groove 20 to be connected with a vertical reinforcing steel bar 116 in the main beam 19, a wedge nail 151 is inserted into a wedge nail prefabricated hole 125 to be fixed after the connection, a main beam through long bar 126 is arranged in the main beam 19, one side of the main beam through long bar 126 extends outwards, two ends of the main beam through long bar 126 are provided with connectors, a main beam anchoring bar 128 is arranged on the main beam through long bar 126, a main beam longitudinal reinforcing steel bar 127 is arranged at the top of the main beam 19, one side of the main beam longitudinal bar 127 extends outwards, the extending part is provided with the connectors, a heat preservation module 119 is arranged in the main beam 19, steel wire net 118 is arranged outside heat preservation module 119, girder 19 is a concrete prefabricated component, girder 19 top sets up girder embedded column 21, non-bearing wall embedded groove 16 can be lapped on girder embedded column 21, vertical steel bar 116 is arranged in girder embedded column 21, and stretch out outside girder 19, the both ends of vertical steel bar 116 set up connectors, stretch out outside-column vertical steel bar 116 and insert in non-bearing wall 15 and be connected with vertical steel bar 116, insert wedge nail 151 in wedge nail prefabricated hole 125 after connecting, girder one side sets up floor tie-beam 23, floor tie-beam 23 bottom is a whole with girder 19, floor tie-beam 23 top sets up floor tie-beam embedded column 24, as supporting floor principal component, no longer be the lug connection but increase a row of supporting component between roof beam and the floor, increase floor stability and toughness.

The secondary beam 25 can be embedded in the non-bearing wall 15 by overlapping the secondary beam embedded groove 26 at the bottom of the secondary beam 25 on the non-bearing wall embedded column 17, the secondary beam spacing column 28 is a gap filled in the middle of the embedded column, the vertical reinforcing steel bar 116 extending out of the non-bearing wall embedded column 17 is inserted into the reinforcing steel bar connecting prefabricated hole 159 in the secondary beam embedded groove 26 to be connected with the vertical reinforcing steel bar 116 in the secondary beam 25, after the connection, the wedge nail 151 is inserted into the wedge nail prefabricated hole 125 to be fixed, the secondary beam 25 is internally provided with the secondary beam through long rib 129, one side of the secondary beam through long rib 129 extends outwards, two ends of the secondary beam through long rib 129 are provided with connectors, the secondary beam longitudinal reinforcing steel bar 130 is arranged at the top of the secondary beam 25, the secondary beam longitudinal reinforcing steel bar 130 extends outwards from the beam side, the extending part is provided with the connectors, and the secondary beam 25 is internally provided with the secondary beam anchoring rib 131, secondary beam 25 is the precast concrete component, secondary beam 25 top sets up secondary beam embedding post 27, can be with 16 laps of non-bearing embedded groove on secondary beam embedding post 27, lay vertical reinforcement 116 in the secondary beam embedding post 27, and stretch out outside secondary beam embedding post 27, vertical reinforcement 116 both ends set up the connector, it is connected with vertical reinforcement 116 to stretch out the outer vertical reinforcement 116 of post and insert in non-bearing wall 15, insert wedge nail prefabricated hole 125 with wedge nail after connecting, the secondary beam both sides set up floor tie-beam 29, floor tie-beam 29 top is a whole with secondary beam 25, floor tie-beam 29 top sets up floor tie-beam embedding post 30, no matter secondary beam or girder all carry out the stagger joint overlap joint with non-bearing wall, the firmness of building has been guaranteed, secondary beam component can increase and decrease along with the building change simultaneously, make the building simplistic.

The main beam 19 and the secondary beam 25 can be embedded with the floor slab 55, the way is that the floor slab embedded groove 56 at the bottom of the floor slab 55 is lapped on the main beam 19 floor slab connecting beam embedded column 24 and the secondary beam 25 floor slab connecting beam embedded column 30, the floor slab spacing column 58 is used for filling the gap in the middle of the embedded column, the floor slab transverse steel bar 136 is arranged in the floor slab 55, the two ends of the floor slab transverse steel bar 136 are provided with connectors, the floor slab longitudinal steel bar 137 is arranged on the floor slab transverse steel bar 136, the two ends of the floor slab longitudinal steel bar 137 are connected, the main beam longitudinal steel bar 127 and the secondary beam longitudinal steel bar 130 can be inserted into the floor slab reserved steel shear connection prefabricated hole 159 to be connected with the floor slab transverse steel bar 136 and the floor slab longitudinal steel bar 137, after connection, the wedge nail 151 is inserted into the wedge nail prefabricated hole 125 to be fixed, the floor slab anchoring bar 138 is arranged in the floor slab 55, one side of the floor slab anchoring bar 138 extends out of the floor slab 55, the two sides of the floor slab anchoring bar 138 are provided with connectors, when the multi-slab splicing insertion is carried out, the floor slab anchoring bar connection prefabricated hole 159 can be inserted with the floor slab anchoring bar 138 to be connected with the floor slab. Insert wedge nail 151 in floor wedge nail prefabricated hole 125 after it connects and fix it, floor 55 is concrete prefabricated component, and floor 55 top sets up floor embedding post 57, can connect the decoration part, is connected with the floor through girder and the inside longitudinal reinforcement of secondary beam and makes the floor firmer, need not to consolidate in addition in needs reservation hole department and handle, only need change the floor size can, labour saving and time saving avoids makeing mistakes.

The unit door 72 can be embedded into the main beam 19 in a mode that a unit door embedded groove 73 at the bottom of the unit door 72 is lapped on the main beam embedded column 21 of the main beam 19, a unit door spacing column 75 is a gap filled in the middle of the embedded column, a unit door transverse steel bar 134 is arranged in the unit door 72, one side of the unit door transverse steel bar 134 extends outwards, connectors are arranged at two ends of the unit door transverse steel bar 134, the unit door transverse steel bar 134 can be inserted into the non-bearing wall 15 to be connected with the non-bearing wall horizontal steel bar 124, a unit door frame 76 is reserved in the middle of the unit door 72, the broken bridge aluminum door frame is arranged in the unit door frame 76, and finally, concrete is used for pouring and forming, after construction is finished, the broken bridge aluminum unit door only needs to be directly installed on the unit door frame 76, the unit door embedded column 74 is arranged at the top of the unit door 73, the main beam embedded groove 20 is lapped on the unit door embedded column 74, the appearance of the integrated unit door is attractive, construction cost is reduced, cold and hot bridge propagation can be blocked, energy conservation and environmental protection are achieved.

Finally, the stair 59 can be embedded in the foundation 1 by overlapping the lower stair beam embedded groove 61 at the bottom of the stair 59 on the foundation embedded column 5, the lower stair beam spacing column 62 is used for filling the gap in the middle of the embedded column, the outward extending vertical steel bar 116 of the embedded column 5 on the foundation 1 is inserted into the lower stair beam embedded groove 61 and connected with the stair anchoring bar 156, the end of the stair anchoring bar 156 is provided with a connector, after the connection, the wedge nail 151 is inserted into the wedge nail prefabricated hole 125 to fix the wedge nail, the stair 59 is internally provided with the stair transverse steel bar 154, one side of the stair transverse steel bar 154 in the lower stair beam and the upper stair beam extends outwards, the extending part is provided with a connector, the extending stair transverse steel bar 154 is inserted into the steel bar connection prefabricated hole 159 on the rest platform 63, and the high-end stair transverse steel bar 154 and the low-end stair beam transverse steel bar 154 are connected through the rest platform 63, after the connection, the wedge nail 151 is inserted into the wedge nail prefabricated hole 125 to be fixed, the stair longitudinal steel bar 155 is arranged on the stair transverse steel bar 154, binding treatment is carried out at the connection part, the top of the stair 59 is provided with a stair high-end ladder beam embedded groove 152, then the stair low-end ladder beam and the stair high-end ladder beam are additionally provided with the stair anchoring steel bar 156, the stair is externally provided with the stair tread 60, the stair high-end ladder beam embedded groove 152 is lapped on a rest platform embedded column 65 on a rest platform 63, the stair low-end ladder beam embedded groove 61 can also be lapped on the rest platform embedded column 65 on the rest platform 63, the rest platform embedded column is internally provided with the rest platform anchoring steel bar 158, the rest platform anchoring steel bar 158 extends out of the column, the extending part is provided with a connector, the prefabricated hole 159 of the connecting steel bar can be reserved in the stair high-end ladder beam embedded groove or the stair low-end ladder beam embedded groove to be connected with the additional stair anchoring steel bar 156, insert wedge nail 151 in wedge nail prefabricated hole 125 after it connects and fix it, stair high-end ladder beam space bar 153 is for filling embedding post middle gap, the stair is the prefabricated component of concrete, play the effect of stair turn, the rest platform bottom sets up rest platform embedded groove 64, overlap joint rest platform embedded groove 64 on girder 19 girder floor tie-beam embedding post 24, rest platform space bar 66 is for filling embedding post middle gap, rest platform lateral reinforcement 157 is laid to the rest platform inside, rest platform longitudinal reinforcement 121 is laid on rest platform lateral reinforcement 157, insert main girder longitudinal reinforcement 127 and reserve in the steel bar connection prefabricated hole and be connected with rest platform lateral reinforcement 157 or rest platform longitudinal reinforcement 121, insert wedge nail 151 in wedge nail prefabricated hole 125 after the connection and fix it, the rest platform is the prefabricated component of concrete, it can reduce weight to separate the formwork molding with stair and rest platform by field assembly, increase its firmness, can switch the stair direction at will, make things convenient for the designer to design.

Embedded connected mode has then been utilized traditional mortise and tenon structural principle, and the embedding post is equivalent to the tenon in the mortise and tenon structure, and the tongue-and-groove in the mortise and tenon structure is equivalent to, can effectually interlock two components through the overlap joint mode, plays the effect of connecting stably, and the while imbeds the mode of splicing and inserting between post and the interval post and is equivalent to the connected mode of forked tail tenon in traditional mortise and tenon structure, can avoid the building to throw off when the atress or rock around controlling, increases building stability.

The above is the building main part mounting means, because all components are unsmooth embedding mode, can assemble at will in putting up, can not produce the condition of covering a house preparation version mould, no matter horizontal reinforcing bar, vertical reinforcing bar, or the specification of vertical reinforcing bar, the position of reservation hole is through tight calculation simultaneously for all reinforcing bar connected modes, because all steel bar connected modes adopt wedge nail tenon, the steadiness of reinforcing bar has also been consolidated when the wedge nail inserts in the wedge nail hole, guarantee can not appear reinforcing bar skew and produce the emergence of cracked condition in the use in the future, the wedge nail still has played and has been connected the effect with outside solar panel, and only need take off the wedge nail when needing to demolish because the building is ageing in the future, alright tear the building into the module one by one, remove the module that has already aged, the module that can use is recycled, such benefit can reduce a large amount of rubbish after the building demolishs, reduce air pollution, accomplish the utilization of wastes material, more dismantle labour saving and time saving concurrently.

Meanwhile, the invention also discloses an embedded decoration construction method, which comprises the following process steps:

the water and electricity well 78 can be embedded into the floor slab 55, the mode is that a water and electricity well embedding groove 80 at the bottom of the water and electricity well 78 is lapped on a floor slab embedding column 57 on the floor slab 55, a water and electricity well spacing column 82 is used for filling an embedding column middle gap, the water and electricity well 78 is prefabricated for a factory, components such as a water and electricity meter and the like can be installed by hollowing out the water and electricity well door frame 79 from the inside, a solar storage battery placing part 139 is arranged on a water and electricity well inner wall 83 inside the water and electricity well 78, a solar storage battery and a solar energy connecting port 135 are arranged at the solar storage battery placing part, a solar energy charging controller can be inserted into the solar energy connecting port 135 to be connected with the storage battery after a solar energy outer wall decorating plate is installed, a water and electricity well embedding column 81 is arranged at the top of the water and electricity well embedding column 81 can be lapped on the floor slab embedding column 56 at the bottom of the floor slab 55 on the water and electricity well embedding column 81, all wiring can be arranged during prefabricated production of the solar energy well, later maintenance is convenient, meanwhile, the solar energy well can be stored into the solar energy well placing part, the water and electricity well can be stored into the water and electricity well, the storage battery can be used for solving the problem that each solar energy storage battery can be difficult to be discharged by the coal, the electricity storage battery of each floor of a building.

Can imbed elevartor shaft 84 on floor 55, the mode is laid elevartor shaft bottom elevartor shaft embedded groove 86 on floor 55 floor embedded column 57, elevartor shaft space post 87 is gap in the middle of the embedding post for filling, elevartor shaft 84 is the prefabricated production of mill, inside is the fretwork setting, the outside sets up elevartor shaft door frame 89, on the elevartor shaft interior wall 85 can the direct mount elevator back scene directly use, also can be to the job site installation, the elevartor shaft top sets up elevartor shaft embedded column 88, only need to sit elevartor shaft bottom embedded groove 86 on elevartor shaft embedded column 88, upwards pile up can one by one, prefabricated elevartor shaft can reduce high altitude construction's danger, also can adopt the apparatus mounting means simultaneously, time saving and labor saving, avoid danger.

The decorative wall can be embedded in the floor slab 55 by locating the decorative wall connecting groove 35 at the bottom of the decorative wall on the floor slab embedding column 57, the decorative wall spacing column 36 is used for filling a gap in the middle of the embedding column, the decorative wall middle is the decorative surface 38, different types of wall surfaces can be designed on the decorative surface 38, waterproof treatment is needed for toilets, kitchens and the like, and the decorative wall can be manufactured by factories, the types of the wall surfaces can be selected by residents, the wall cabinet can be used without the wall cabinet, the trouble that an owner needs to enter the house for decoration after handing over is avoided, and the wall surfaces can be directly dismantled and replaced by new decorative walls when the house is bought and sold or the decoration style is old, so that the manufacturing mode can reduce garbage generated by field construction, the decoration is convenient, the materials which do not generate formaldehyde and the like to harm to human bodies can be relieved, the decorative wall with a frame 39 is also arranged on the window-containing part, and two styles of window sill and windowsill decoration can be selected.

The floor 55 can be embedded with the decorative floor 52 by overlapping the decorative floor connecting groove 53 at the bottom of the decorative floor 52 on the floor embedded column 57 on the floor 55, the spacing column 54 of the decorative floor is a gap filled in the middle of the embedded column, the top of the decorative floor 52 is a decorative part, different types of floors are designed on the decorative floor 52, the floor needing waterproof treatment for the toilet and the kitchen can be manufactured by a factory, the floor type can be selected by a resident, meanwhile, the assembled kitchen and the assembled toilet such as a closestool, a wash basin, a bath room and a cabinet can be directly manufactured according to the particularity of the toilet and the kitchen, the assembled kitchen and the assembled toilet can be directly transported to a construction site for direct installation after protection measures are made, the situation that the resident under the floor is not flooded by the waterproof treatment can be avoided, the building structure can be more accurately known by factory prefabricated production, and the potential safety hazard can be reduced.

The decorative partition wall can be embedded in the secondary beam 25 by combining the decorative partition wall embedding grooves 41 at the bottom of the A surface 40 of the decorative partition wall and the decorative partition wall embedding grooves 46 at the bottom of the B surface 45 of the decorative partition wall, and then overlapping the combined decorative partition wall embedding grooves 46 on the primary beam 27 of the secondary beam 25, the decorative partition wall A partition columns 42 and the decorative partition wall B partition columns 47 are combined to fill the middle gaps of the embedded columns, the decorative partition wall A surface embedding columns 44 are arranged at the top of the A surface 40 of the decorative partition wall and the decorative partition wall B surface embedding columns 48 are arranged at the top of the B surface 45 of the decorative partition wall, and the combined decorative partition wall B surface connecting partition columns 50 are filled in the middle gaps of the embedded columns, so that the wall is divided into the A surface and the B surface because of different household wall decoration modes or styles or because of different wall carriers are required by the wall, or because of different wall carriers required by the bottom of the secondary beam 25 are different, the design mode can be used for manufacturing different door partition wall decoration modes, and finally manufacturing the door partition wall with different styles and saving the waste of the door.

The prefabricated components can be conveyed to the field for installation at the same time of construction or can be conveyed to the field for installation after construction is finished, the trouble of house setdown is saved, and the prefabricated components can be used for living after the construction is finished.

The invention also discloses a roof embedded construction method, which comprises the following process steps:

the cornice 96 is embedded in the main beam 19, the secondary beam 25 and the floor slab 55 in a way that a cornice embedding groove 97 at the bottom of the cornice 96 is lapped on the main beam embedding column 21, the secondary beam embedding column 27 and the floor slab embedding column 57, the cornice spacing column 98 is used for filling the middle gap of the embedding columns, the vertical steel bar 116 in the main beam embedding column 21 and the vertical steel bar 116 in the secondary beam embedding column 27 can be inserted into the cornice embedding groove 97 to be connected with the vertical steel bar 116 in the cornice embedding groove 97 on the reserved steel bar connection prefabricated hole 159, after the connection, the wedge nail 151 is inserted into the wedge nail prefabricated hole 125 to fix the wedge nail, cornice 96 is inside to be laid cornice transverse reinforcement 141, lay cornice longitudinal reinforcement 142 on cornice transverse reinforcement 141, and carry out the ligature processing in its junction, the cornice is concrete prefabricated component, the cornice top sets up cornice embedding post 99, lay vertical reinforcement 116 in the cornice embedding post 99, and stretch out outside the post, vertical reinforcement 116 both ends set up the connector, with parapet and waterproof layer embedded groove overlap joint on cornice embedding post 99, need not on-the-spot ligature, can avoid the danger because of high altitude construction produces, construction convenient and fast, house stability is high.

The parapet 90 can be embedded into the cornice 96 in a mode that a parapet embedding groove 91 at the bottom of the parapet 90 is lapped on the cornice 96 cornice embedding column 99, parapet spacing columns 92 are used for filling gaps in the middle of the embedding columns, outward extending vertical steel bars 116 on the cornice embedding column 99 are inserted into prefabricated holes 159 of the parapet at the bottom and are connected with the vertical steel bars 116 in the parapet embedding groove 91, wedge nails 151 are inserted into the prefabricated holes 125 after the connection and are fixed, parapet transverse steel bars 140 are placed inside the parapet 96, one side of the parapet transverse steel bars 140 extends outwards, connectors are arranged at two side ends of the parapet transverse steel bars, the parapet extending transverse steel bars 140 are inserted into the prefabricated holes 159 of the parapet and are connected with the parapet not extending out of the parapet transverse steel bars 140, a parapet water outlet groove 93 is arranged on the parapet 91 and is used for receiving rainwater and snow water falling from a waterproof layer, the parapet water outlet groove 93 is lower than the waterproof layer, a parapet water outlet 94 is arranged inside the parapet 91, and a water outlet groove 160 can be arranged on the parapet, and can be used for conveniently and a water outlet structure can be arranged on the parapet, and can be arranged on the site.

The waterproof layer 100 can be embedded in the cornice 96 in a mode that a waterproof layer embedding groove 101 at the bottom of the waterproof layer 100 is lapped on the cornice 96 cornice embedding column 99, a waterproof layer spacing column 103 is used for filling a gap in the middle of the embedding column, an overhanging vertical steel bar 116 of the cornice embedding column 99 is inserted into a reserved steel bar prefabricated hole 159 in the waterproof layer 100 bottom waterproof layer embedding groove 101 to be connected with the waterproof layer embedding groove internal vertical steel bar 116, a connector is arranged at the bottom end of the waterproof layer embedding groove internal vertical steel bar 116, a wedge nail 151 is inserted into a wedge nail prefabricated hole 125 to be fixed after the connection of the connector, a waterproof layer transverse steel bar 143 is arranged in the waterproof layer 100, a waterproof layer longitudinal steel bar 144 is arranged in the waterproof layer transverse steel bar 143, binding treatment is carried out at the connection position of the waterproof layer longitudinal steel bar 144, a heat preservation module 119 is arranged on the waterproof layer longitudinal steel bar 144, finally, a waterproof coating 145 is brushed, a waterproof layer embedding column 102 is arranged at the top of the waterproof layer 100, the waterproof layer embedding column 102 is arranged and is in a slope shape from the waterproof layer embedding column 102, rainwater can conveniently slide, the waterproof layer embedding column 102 is used as a connecting roof support, the slope shape, the slope is formed by the slope, the slope of the waterproof layer is integrated slope, the slope of the water outlet channel of the parapet wall, the structure, the stability is stable wall, and rain leakage phenomenon can be avoided.

The roof support 104 can be embedded in the waterproof layer 100 by overlapping the roof support embedding groove 105 at the bottom of the roof support 104 on the waterproof layer embedding column 102 on the waterproof layer 100, the roof support spacing column 106 is used for filling the gap in the middle of the embedding column, the vertical steel bars 116 in the waterproof layer embedding column 102 are inserted into the reserved steel bar connection prefabricated holes 159 on the roof support embedding groove 105 at the bottom of the roof support 104, the roof embedding column 109 is arranged at the top of the roof support, the roof support can be used as a support and can be continuously distributed to the width of the pitched roof, the pitched roof 107 can be overlapped, the pitched roof embedding grooves 108 at the two sides of the pitched roof 107 can be overlapped in the roof embedding column 109, the tiles can be installed and laid on the pitched roof modeling surface 113 in a factory and then transported to the construction site for direct overlapping, finally, the roof embedding column 109 is arranged at the top of the pitched roof 107, the roof embedding column 109 can be an integral after the installation of the two sides of the roof is finished, finally, the ridge 147 is embedded in the roof column 148 on the roof column 109, various overlapping joints can be made, the ridge 146, and the roof can be installed conveniently by installing workers only needing to install the machine.

The whole building is close to the tail sound when the roof is finished, all buildings are buried piles from the bottom to the top of the roof and are finished, all steel bars are connected to the last whole, traditional welding, mechanical connection and binding connection are abandoned, wedge nail tenon connection is adopted, the building stability is improved, meanwhile, the steel bars are connected into a whole in a connecting mode, the problem that the building is not firm enough due to overlong steel bars is avoided, the arrangement modes of the steel bars and the like can be implemented according to the existing technical specifications, risks of collapse of the building due to improper operation and the like are avoided, and overload generated by the steel bars in stress is reduced due to the fact that the cylinders are arranged on the steel bars as supporting pieces.

All the connectors are manufactured into a wedge groove 161 and a wedge 162, the reinforcing steel bar wedge 162 is inserted into the reinforcing steel bar wedge groove 161 to form a whole, and then the wedge nail 151 is inserted into the wedge nail prefabricated hole 125 to be fixed.

All the above components have various structures and sizes, so that the drawings are only for convenience of describing the invention, and do not indicate or imply the final size or shape of the components.

Finally, the method is an important part of the invention and comprises the following construction processes:

after steel bar protection is well made on wedge nails 151 embedded into steel bars, the outer wall decorative board on an outer wall decorative board 110 is inserted into a groove 111, and an inner wall decorative connecting piece 150 is inserted into the wedge nails 151 to be fixed, a solar panel 112 can be directly placed on the outer wall decorative board 110, or the solar panel 112 can be inserted into the groove after modeling is done, finally, a solar energy charging controller of the solar energy is connected onto a solar storage battery of the solar energy through a reserved hole, and then the solar storage battery supplies power, the advantage of combining the solar energy and the outer wall decorative wallboard is that photovoltaic absorption can be carried out according to the running direction of the sun at different times in one day, in addition, because the aluminum alloy decorative board has the capacity of absorbing heat, the solar energy absorption strength can be enlarged, the situation that the solar energy absorption is too little to meet the power supply of the floor for one day is avoided, and the storage battery can store the rest of electricity to be used as the power supply for residents at night, the absorbed electricity of the four walls can meet the electricity consumption of one day of one elevator four households, and can also supply heat, the use of coal and reduce the use of petroleum, thereby saving energy and protecting environment.

The outer wall decoration window 114 can be made only when the solar energy part such as the window part cannot be installed, the outer wall decoration connecting piece 150 is arranged in the outer wall decoration window embedding groove 115, the outer wall decoration connecting piece 150 is inserted into the wedge nail 151 to be fixed, and meanwhile, the outer wall decoration window frame 149 is reserved.

In the description of the present invention, it is to be noted that the terms "top", "bottom", "left", "right", "front", "back", "inner", "outer", "hole", "four sides", "horizontal", "vertical", "horizontal", "longitudinal", "placing", etc. indicate orientations or positional relationships based on the orientations or positional relationships shown in the drawings, and are only for convenience of describing the present invention and simplifying the description, but do not indicate or imply that the referred components or devices must have specific orientations, be constructed and operated in a pending orientation, and fig. 1 and 2 are merely illustrative diagrams for convenience of architectural description of the embedded building system thereof, and are not the final forms of the embedded building system, and therefore are not to be construed as limiting the present invention, and the shape, internal connection, installation position, or any other variant thereof for the components in the process of description is intended to cover non-exclusive inclusion, so that a process, method, article, or apparatus including a series of other elements not explicitly listed, or including elements inherent to such process, method, article, or apparatus.

Although embodiments of the present invention have been shown and described, since the present invention is relatively new and no one of ordinary skill in the art has yet developed, it should be understood that various changes, modifications, substitutions and alterations can be made herein without departing from the spirit and scope of the invention as defined by the appended claims and their equivalents.

Claims

1. A new energy spontaneous power supply building system is characterized by comprising: ground (1) bottom lay horizontal reinforcing bar of ground (2), lay longitudinal reinforcement (4) and handle its ligature on horizontal reinforcing bar of ground (2), all set up dovetail (3) around about ground (1), can piece each other between dovetail (3) and insert, reserve steel bar connection prefabricated hole (159) on dovetail (3), horizontal reinforcing bar (2) and longitudinal reinforcement (4) can be connected through steel bar connection prefabricated hole (159), ground (1) top sets up embedding post (5), lay vertical reinforcing bar (116) in embedding post (5), ground (1) is the precast concrete component.

2. According to the design requirements: ground (1) top embedding post (5) on can imbed shear force wall (6) bottom shear force wall embedded groove (7), gap in the middle of the embedding post is filled to shear force wall space bar (9), vertical reinforcing bar (116) is connected with shear force wall embedded groove (7) inside vertical reinforcing bar (116) in ground embedding post (5), shear force wall (6) inside lays shear force wall horizontal reinforcement (117), shear force wall horizontal reinforcement (117) are double two-row two-way reinforcement, heat preservation module (119) is laid outward to shear force wall horizontal reinforcement (117), lay wire net (118) outward in heat preservation module (119), when needing again with girder connection, for taking roof beam shear force wall (10), can add in shear force wall (6) simultaneously and establish shear force wall horizontal reinforcement (117), and lay and take roof beam shear force wall vertical through reinforcement (120), shear force wall horizontal reinforcement (117) and take roof beam shear force wall vertical reinforcing bar (120) to stretch out shear force wall (6), shear force wall (6) top sets up shear force wall (8), can imbed shear force wall embedded into shear force wall embedded groove (7) in, upwards superpose the shear force wall and form the building body built-up concrete structure module as prefabricated building component simultaneously, shear force wall (6) is the prefabricated building structure module.

3. According to the design requirements: ground (1) top embedding post (5) on can imbed heel post (11) bottom heel post embedded groove (12), gap in the middle of heel post space bar (14) is the packing embedding post, vertical reinforcement (116) are connected with inside vertical reinforcement (116) of bearing wall embedded groove (12) in ground embedding post (5), heel post (11) inside lays heel post transverse reinforcement (122), lay heel post longitudinal reinforcement (123) on heel post transverse reinforcement (122), and stretch out outside the post, heel post (11) top sets up heel post embedding post (13), can imbed in heel post embedded groove (12), upwards form the cylinder one by one, heel post (11) are the precast concrete component.

4. According to design requirements: the non-bearing wall embedded groove (16) at the bottom of the non-bearing wall (15) can be embedded into the embedded column (5) at the top of the foundation (1), the spacing column (18) of the non-bearing wall is a gap filled in the middle of the embedded column, the vertical steel bar (116) in the embedded column (5) of the foundation is connected with the vertical steel bar (116) in the embedded groove (16) of the non-bearing wall, the horizontal steel bar (124) of the non-bearing wall is arranged in the non-bearing wall (15), one side of the horizontal steel bar (124) of the non-bearing wall extends out of the non-bearing wall (15), the heat insulation module (119) is arranged outside the horizontal steel bar (124) of the non-bearing wall, the steel wire mesh (118) is arranged outside the heat insulation module (119), the prefabricated hole (159) for connecting the steel bar is reserved at one side where the steel bar is not extended out of the non-bearing wall (15), the horizontal steel bar (117) of the shear wall is extended into the horizontal steel bar (124) of the non-bearing wall (15) to be connected, or the horizontal steel bar (122) of the bearing column or the longitudinal steel bar (123) is extended into the embedded groove (16) of the non-bearing wall, the embedded into the embedded groove (17) of the non-bearing wall, the embedded column is overlapped into the embedded groove (17) of the non-bearing wall, the non-bearing wall (16) is a concrete prefabricated component and is integrated with a heat insulation structure.

5. According to the design requirements: non-bearing wall (15) top non-bearing wall embedding post (17) on can imbed window form (31) bottom window form embedded groove (32), gap in the middle of window form spacer (34) for the embedding post of packing, vertical reinforcement (116) are connected with window form embedded groove (32) inside vertical reinforcement (116) in non-bearing wall embedding post (17), lay heat preservation module (119) in window form (31), place wire net (118) outside heat preservation module (119), and heat preservation module (119) and wire net (118) are cut in window frame (132) department, settle bridge cut-off aluminium window (77) in window frame (132) at last, window form (31) top sets up window form embedding post (33), can imbed in non-bearing wall embedding groove (16), vertical reinforcement (116) are connected in window form embedding post (33) and non-bearing wall embedding groove (17), window form (31) are the prefabricated component of concrete.

6. According to design requirements: non-bearing wall (15) top non-bearing wall embedding post (17) on imbed girder (19) bottom girder embedded groove (20), girder space post (22) is the middle gap of filling embedding post, vertical reinforcing bar (116) is connected with girder embedded groove (20) inside vertical reinforcing bar (116) in non-bearing wall embedding post (17), lay girder logical long muscle (126) in girder (19), girder logical long muscle (126) one side outwards extends, lay girder anchor muscle (128) on girder logical long muscle (126), lay thermal insulation module (119) in girder (19), wire net (118) is laid outward in thermal insulation module (119), girder longitudinal reinforcement (127) is laid at the girder inner top, girder longitudinal reinforcement (127) stretches out outside girder (19), the girder top sets up girder embedding post (21), can be embedded into non-bearing wall embedded groove (16), girder embedding post (21) inner vertical reinforcing bar (116) and non-bearing wall embedded groove (17) inner vertical reinforcing bar (116) are connected, floor slab (19) one side sets up girder connecting post (23), girder embedding floor slab connecting post (23) is prefabricated floor slab connecting beam (23) and floor slab connecting post (23), the whole floor slab connecting beam (23).

7. According to design requirements: the non-bearing embedded column (17) at the top of the non-bearing wall (15) is embedded with a secondary beam (25) and a secondary beam embedded groove (26) at the bottom, a secondary beam spacing column (28) is a gap between the filling embedded columns, vertical steel bars (116) in the non-bearing embedded column (17) are connected with vertical steel bars (116) in the secondary beam embedded groove (26), a secondary beam through long bar (129) is arranged in the secondary beam (25), one side of the secondary beam through long bar (129) extends outwards, a secondary beam longitudinal steel bar (130) is arranged on the secondary beam through long bar (129), and the secondary beam longitudinal steel bar (130) extends outwards, lay secondary beam anchor muscle (131) in secondary beam (25), secondary beam (25) top sets up secondary beam embedding post (27), can imbed in non-bearing wall embedded groove (16), vertical reinforcing bar (116) are connected in non-bearing wall embedded groove (17) in secondary beam embedding post (27), secondary beam both sides set up floor tie-beam (29), floor tie-beam (29) bottom is a whole with secondary beam (25), floor tie-beam 29 top sets up floor tie-beam embedding post (30), secondary beam (25) are concrete precast element.

8. According to the design requirements: girder (19) floor tie-beam embedding post (24) and secondary beam (25) floor tie-beam embedding post (30) go up embedding floor (55) bottom floor embedded groove (56), floor space post (58) are for filling embedding post middle gap, lay floor anchor muscle (138) in floor (55), floor anchor muscle (138) one side outwards extends, floor anchor muscle (138) stretch out the reinforcing bar and can insert floor (55) and reserve in reinforcing bar connection prefabricated hole (159) and be connected with floor anchor muscle (138), lay floor horizontal reinforcing bar (136) in floor (55), lay floor longitudinal reinforcement (137) on floor horizontal reinforcing bar (136), floor horizontal reinforcing bar (136) and floor longitudinal reinforcement (137) can be connected with girder longitudinal reinforcement (127) or secondary beam longitudinal reinforcement (130), floor (55) top sets up floor embedding post (57), floor (55) are precast elements.

9. According to the design requirements: girder (19) top girder embedding post (21) on imbed cell door (72) bottom cell door embedded groove (73), gap in the middle of the embedding post is filled in cell door spacer (75), vertical reinforcing bar (116) inserts in girder embedding post (21) in the cell door embedded groove, lay cell door horizontal reinforcement (134) in cell door (72), cell door horizontal reinforcement (134) one side outwards extends, reserve cell door frame (76) in the middle of cell door (72), put into cell door frame (76) with bridge cut-off aluminium door frame, cell door (72) top sets up cell door embedding post (74), can imbed in girder embedded groove (20), cell door (72) are the precast concrete component.

10. According to the design requirements: the stair is characterized in that a stair (59) is embedded into a stair low-end ladder beam embedded groove (61) on a foundation embedded column (5) at the top of a foundation (1), a stair low-end ladder beam spacer column (62) is used for filling a gap in the middle of the embedded column, a vertical steel bar (116) in the foundation embedded column (5) is connected with a stair anchoring rib (156) in the stair low-end ladder beam embedded groove (61), a stair transverse steel bar (154) is arranged in the stair low-end ladder beam and a stair high-end ladder beam, one side of the stair transverse steel bar (154) extends outwards in the stair low-end ladder beam and the stair high-end ladder beam, an extending part of the steel bar can be inserted into a steel bar connecting prefabricated hole (159) in a rest platform (63), a stair high-end ladder beam transverse steel bar (154) is connected with the stair low-end ladder beam transverse steel bar (154), a longitudinal steel bar (155) is arranged on the stair transverse steel bar (154), stair low-end ladder beam and a stair anchoring rib (156) in the high-end ladder beam are arranged outside the stair, a stair high-end ladder beam, a stair tread (60) is arranged on the top of the stair (59), a stair high-end ladder beam embedded groove (65) is embedded into a stair anchoring rib embedded into a stair anchoring groove (159), and a stair anchoring rib connecting groove (65) is inserted into a rest platform (65), the high-end ladder beam space post (153) of stair is gap in the middle of the embedding post for filling, and the stair is the precast concrete component.

11. According to the design requirements: stair half space (63) go up half space embedding post (65) and can imbed in stair low end ladder roof beam embedded groove (61) or on stair high end ladder roof beam embedded groove (152), half space embedding post (65) in half space anchoring muscle (158) and stair low end ladder roof beam embedded groove (61) or stair high end ladder roof beam embedded groove (152) in stair anchoring muscle (156) are connected, half space (63) bottom sets up half space embedded groove (64), half space embedded groove (64) can imbed on girder (19) girder floor spliced pole (24), half space spacer (66) are for filling the middle gap of embedded post, half space transverse reinforcement (157) are laid in the half space, half space longitudinal reinforcement (121) are laid on half space transverse reinforcement (157), half space longitudinal reinforcement (127) can be inserted in half space reserved hole (159) and are connected with half space longitudinal reinforcement (121) or half space transverse reinforcement (157) in half space (19), half space is the prefabricated component of concrete.

12. According to the design requirements: floor (55) top floor embedding post (57) on imbed water and electricity well (78) bottom water and electricity well embedded groove (80), gap in the middle of water and electricity well spacer (82) is the filling embedding post, the inside fretwork setting of water and electricity well (78), the outside sets up water and electricity well door frame (79), water and electricity well (78) inside sets up water and electricity well interior wall (83), it places department (139) to set up solar battery on water and electricity well interior wall (83), solar battery places department (139) and sets up solar battery and solar connector (135), water and electricity well (78) top sets up water and electricity well embedding post (81), can imbed on floor (55) bottom floor embedded groove (56), the water and electricity well is the precast component.

13. According to design requirements: floor (55) top floor embedding post (57) on imbed elevartor shaft (84) bottom elevartor shaft embedded groove (86), gap in the middle of embedding post is filled in elevartor shaft spacer (87), the inside fretwork setting of elevartor shaft (84), outside sets up elevartor shaft door frame (89), the inside interior wall (85) that sets up of elevartor shaft, elevartor shaft (84) top sets up elevartor shaft embedded column (88), only need with elevartor shaft bottom embedded groove (86) sit on elevartor shaft embedded column (88) can, the elevartor shaft is the concrete prefabricated component.

14. According to design requirements: floor (55) top floor embedding post (57) on imbed decorative wall bottom decorative wall embedded groove (35), decorative wall interval post (36) are the gap in the middle of the filler embedding post, be decorative cover (38) in the middle of the decorative wall, decorative cover (38) can design different decorative wall faces, the decorative wall top sets up decorative wall embedding post (37), can imbed girder (19) bottom girder embedded groove (20) or imbed secondary beam (25) bottom secondary beam embedded groove (26), to have window wall add contain frame decorative wall (39) can, the decorative wall is concrete prefabricated component, decorative cover (38) openly are other materials.

15. According to the design requirements: floor (55) top floor embedding post (57) go up embedding decorative floor (52) bottom decorative floor embedded groove (53), decorative floor space post (54) is for filling embedding post middle gap, decorative floor (52) top is the part of can decorating, decorative floor is concrete prefabricated component, decorative floor face is other materials.

16. According to the design requirements: secondary beam (25) top secondary beam embedding post (27) on the embedding decorate partition wall A face (40) bottom and decorate partition wall embedded groove (41) and decorate partition wall B face (45) bottom and decorate partition wall embedded groove (46) and close the body, decorate partition wall A face spacer (42) and decorate partition wall B face spacer (47) and merge the back for filling the middle gap of embedding post, the merge mode does, to decorate partition wall A face spliced pole (43) embedding in decorating partition wall B face spread groove (49), decorate partition wall B face and connect spacer (50) for filling the middle gap of embedding post, decorate partition wall A face (40) top and set up and decorate partition wall A face embedding post (44) and decorate partition wall B face (45) top and set up and decorate partition wall B face embedding post (48) and can imbed in secondary beam (25) bottom secondary beam embedded groove (26) after merging, to partition door frame (51) have been added to the partition door frame portion, the decoration partition wall is the partition wall prefabricated component, partition wall A face and the prefabricated component B face prefabricated material.

17. According to the design requirements: girder (19) top girder embedding post (21) and secondary beam (25) top secondary beam embedding post (27) and floor (55) top floor embedding post (57) on imbed cornice embedded groove (96), cornice space post (98) is for filling embedding post middle gap, girder embedding post inner vertical reinforcing bar (116) and secondary beam embedding post (27) inner vertical reinforcing bar (116) are connected with cornice embedded groove (97) inner vertical reinforcing bar (116), cornice transverse reinforcing bar (141) is laid inside cornice (96), cornice longitudinal reinforcing bar (142) is laid on cornice transverse reinforcing bar (141), cornice top sets cornice embedding post (99), can sit parapet and waterproof layer embedding groove on cornice embedding post (99), cornice is a concrete prefabricated component.

18. According to the design requirements: cornice (96) top cornice embedding post (99) go up embedding parapet (90) bottom parapet embedded groove (91), parapet spacer (92) is gap in the middle of the embedding post for filling, cornice embedding post (99) interior vertical reinforcement (116) are connected with parapet embedded groove (91) interior vertical reinforcement (116), parapet transverse reinforcement (140) are laid to parapet (90) inside, parapet transverse reinforcement (140) one side outwards extends, the parapet stretches out transverse reinforcement (140) and inserts the parapet and do not stretch out outer transverse reinforcement (140) of steel bar connection prefabricated hole (159) in and be connected with parapet, set up parapet outlet channel (93) on parapet (90), parapet outlet channel (93) are lower than the waterproof layer, the inside parapet drainage tank (94) that sets up of parapet (90), parapet (90) one side can set up outlet (95), the parapet top sets up parapet top (160), the parapet is prefabricated component.

19. According to the design requirements: cornice (96) top cornice embedding post (99) on imbed waterproof layer (100) bottom waterproof layer embedded groove (101), waterproof layer space post (103) is the gap in the middle of the filler embedding post, cornice embedding post (99) interior vertical reinforcement (116) insert in waterproof layer embedded groove (101) with waterproof layer embedded groove (101) interior vertical reinforcement (116) be connected, waterproof layer (100) inside lays waterproof layer horizontal reinforcement (143), lay waterproof layer longitudinal reinforcement (144) on waterproof layer horizontal reinforcement (143), lay heat preservation module (119) on waterproof layer longitudinal reinforcement (144), brush waterproof coating (145) on heat preservation module (119), waterproof layer (100) top sets up waterproof layer embedding post (102), and form the slope form from waterproof layer embedding post (102) to the outside, but be higher than parapet play basin (93), waterproof layer embedding post (102) can inlay roof support, the waterproof layer is the precast element.

20. According to design requirements: the roof support embedded groove (105) at the bottom of the roof support (104) is embedded in the waterproof layer embedded column (102) at the top of the waterproof layer (100), the roof support spacing column (106) is a gap filled in the middle of the embedded column, the vertical steel bars (116) in the waterproof layer embedded column (102) are inserted into the roof support embedded groove (105), the roof support embedded column (109) is arranged at the top of the roof support, the roof support can be arranged at intervals and can also be continuously arranged to the width of the pitched roof (107), the pitched roof (107) and the pitched roof embedded groove (108) at the bottom of the two sides of the pitched roof are located in the roof support embedded column (109), the pitched roof molding surface (113) is a decorative surface, the pitched roof top is provided with the pitched roof embedded column (109), the pitched roof embedded column (109) can be a whole after the two sides of the roof are installed, then the pitched roof embedded groove (148) is lapped on the pitched roof embedded column (109), the top of the ridge (146) is a decorative top, the roof support, the pitched roof support, the roof and the pitched roof are prefabricated roof and other decorative roof materials.

21. The joints according to any one of claims 1 to 21, wherein the joints are configured as a wedge groove (161) and a wedge (162), and after the reinforcing bar wedge (162) is inserted into the reinforcing bar wedge groove (161) to form a whole, the wedge (151) is inserted into the reinforcing bar connection middle wedge prefabricated hole 125 to be fixed. All the steel bar connections are provided with steel bar connection prefabricated holes (159).

22. According to the design requirements: wedge nail (151) in the embedding reinforcing bar go up make after the reinforcing bar protection with outer wall decorative board (110) inside decorative board embedded groove (111) interior outer wall decorative connecting piece (150) insert wedge nail (151) go up fixed can, embedding solar panel (112) on outer wall decorative board (110), the decorative wall is inside to be concrete prefabricated component, outer decorative board is aluminum alloy collocation solar panel.