CN114033041B - House construction method and house - Google Patents
House construction method and house Download PDFInfo
- Publication number
- CN114033041B CN114033041B CN202111314934.9A CN202111314934A CN114033041B CN 114033041 B CN114033041 B CN 114033041B CN 202111314934 A CN202111314934 A CN 202111314934A CN 114033041 B CN114033041 B CN 114033041B
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- expansion
- reinforcing rib
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- 238000010276 construction Methods 0.000 title claims abstract description 51
- 230000003014 reinforcing effect Effects 0.000 claims abstract description 51
- 210000000038 chest Anatomy 0.000 claims abstract description 17
- 238000004519 manufacturing process Methods 0.000 claims abstract description 17
- 238000000034 method Methods 0.000 claims abstract description 17
- 238000007639 printing Methods 0.000 claims abstract description 13
- 229910000831 Steel Inorganic materials 0.000 claims description 26
- 239000010959 steel Substances 0.000 claims description 26
- 239000011521 glass Substances 0.000 claims description 13
- 239000002184 metal Substances 0.000 claims description 13
- 238000005452 bending Methods 0.000 claims description 4
- 229910001294 Reinforcing steel Inorganic materials 0.000 claims description 3
- 230000002787 reinforcement Effects 0.000 description 24
- 210000003205 muscle Anatomy 0.000 description 19
- 238000009413 insulation Methods 0.000 description 4
- 230000013011 mating Effects 0.000 description 3
- 238000013016 damping Methods 0.000 description 2
- 238000010586 diagram Methods 0.000 description 2
- 239000003351 stiffener Substances 0.000 description 2
- 230000009286 beneficial effect Effects 0.000 description 1
- 239000011449 brick Substances 0.000 description 1
- 238000005266 casting Methods 0.000 description 1
- 238000006243 chemical reaction Methods 0.000 description 1
- 230000007547 defect Effects 0.000 description 1
- 230000002708 enhancing effect Effects 0.000 description 1
- 238000004321 preservation Methods 0.000 description 1
- 238000000638 solvent extraction Methods 0.000 description 1
- 238000005728 strengthening Methods 0.000 description 1
- 238000006467 substitution reaction Methods 0.000 description 1
- 238000003466 welding Methods 0.000 description 1
Classifications
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
- E04B1/34315—Structures characterised by movable, separable, or collapsible parts, e.g. for transport characterised by separable parts
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B33—ADDITIVE MANUFACTURING TECHNOLOGY
- B33Y—ADDITIVE MANUFACTURING, i.e. MANUFACTURING OF THREE-DIMENSIONAL [3-D] OBJECTS BY ADDITIVE DEPOSITION, ADDITIVE AGGLOMERATION OR ADDITIVE LAYERING, e.g. BY 3-D PRINTING, STEREOLITHOGRAPHY OR SELECTIVE LASER SINTERING
- B33Y10/00—Processes of additive manufacturing
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B33—ADDITIVE MANUFACTURING TECHNOLOGY
- B33Y—ADDITIVE MANUFACTURING, i.e. MANUFACTURING OF THREE-DIMENSIONAL [3-D] OBJECTS BY ADDITIVE DEPOSITION, ADDITIVE AGGLOMERATION OR ADDITIVE LAYERING, e.g. BY 3-D PRINTING, STEREOLITHOGRAPHY OR SELECTIVE LASER SINTERING
- B33Y70/00—Materials specially adapted for additive manufacturing
- B33Y70/10—Composites of different types of material, e.g. mixtures of ceramics and polymers or mixtures of metals and biomaterials
-
- B—PERFORMING OPERATIONS; TRANSPORTING
- B33—ADDITIVE MANUFACTURING TECHNOLOGY
- B33Y—ADDITIVE MANUFACTURING, i.e. MANUFACTURING OF THREE-DIMENSIONAL [3-D] OBJECTS BY ADDITIVE DEPOSITION, ADDITIVE AGGLOMERATION OR ADDITIVE LAYERING, e.g. BY 3-D PRINTING, STEREOLITHOGRAPHY OR SELECTIVE LASER SINTERING
- B33Y80/00—Products made by additive manufacturing
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/343—Structures characterised by movable, separable, or collapsible parts, e.g. for transport
- E04B1/34384—Assembling details for foldable, separable, collapsible or retractable structures
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/38—Connections for building structures in general
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/62—Insulation or other protection; Elements or use of specified material therefor
- E04B1/74—Heat, sound or noise insulation, absorption, or reflection; Other building methods affording favourable thermal or acoustical conditions, e.g. accumulating of heat within walls
- E04B1/88—Insulating elements for both heat and sound
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04C—STRUCTURAL ELEMENTS; BUILDING MATERIALS
- E04C5/00—Reinforcing elements, e.g. for concrete; Auxiliary elements therefor
- E04C5/01—Reinforcing elements of metal, e.g. with non-structural coatings
- E04C5/02—Reinforcing elements of metal, e.g. with non-structural coatings of low bending resistance
- E04C5/03—Reinforcing elements of metal, e.g. with non-structural coatings of low bending resistance with indentations, projections, ribs, or the like, for augmenting the adherence to the concrete
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/02—Conveying or working-up concrete or similar masses able to be heaped or cast
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04G—SCAFFOLDING; FORMS; SHUTTERING; BUILDING IMPLEMENTS OR AIDS, OR THEIR USE; HANDLING BUILDING MATERIALS ON THE SITE; REPAIRING, BREAKING-UP OR OTHER WORK ON EXISTING BUILDINGS
- E04G21/00—Preparing, conveying, or working-up building materials or building elements in situ; Other devices or measures for constructional work
- E04G21/14—Conveying or assembling building elements
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- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Structural Engineering (AREA)
- Civil Engineering (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Chemical & Material Sciences (AREA)
- Materials Engineering (AREA)
- Manufacturing & Machinery (AREA)
- Mechanical Engineering (AREA)
- Composite Materials (AREA)
- Ceramic Engineering (AREA)
- Acoustics & Sound (AREA)
- Residential Or Office Buildings (AREA)
Abstract
The invention relates to the technical field of buildings, in particular to a house building method, which comprises a module house manufacturing step, wherein the module house manufacturing step comprises the following sub-steps: step 1, comprising the following substeps performed synchronously or sequentially: step 1a, manufacturing a module house inner ring wall and a module house outer ring wall in a 3d printing mode, wherein the module house outer ring wall is sleeved outside the module house inner ring wall, and a pouring cavity is arranged between the module house outer ring wall and the module house inner ring wall; step 1b, manufacturing a reinforcing rib structure; the reinforcing rib structure comprises a reinforcing rib cage, and the shape of the reinforcing rib cage is matched with the shape of the pouring cavity; step 2, placing the reinforcing rib structure in a pouring cavity and pouring a concrete layer into the pouring cavity; the house construction method improves house construction efficiency, reduces construction cost and ensures house construction quality. The invention also relates to a house which comprises the modular house manufactured by the house construction method, and the house has high construction efficiency, low cost and good safety.
Description
Technical Field
The invention relates to the technical field of buildings, in particular to a house construction method and a house comprising a module house manufactured by the house construction method.
Background
The existing house construction method generally adopts a brick piling and pouring mode to construct the main body of the house, and has the advantages of long construction period, complex operation and high construction cost.
Disclosure of Invention
The invention aims to overcome the defects of the prior art, and provides a house construction method which improves the house construction efficiency, reduces the construction cost and ensures the house construction quality; the house comprises the modular house manufactured by the house construction method, and is high in construction efficiency, low in cost and good in safety.
In order to achieve the above purpose, the invention adopts the following technical scheme:
the house building method comprises a module house manufacturing step, wherein the module house manufacturing step comprises the following substeps:
step 1, comprising the following substeps performed synchronously or sequentially:
step 1a, manufacturing a module house inner ring wall and a module house outer ring wall in a 3d printing mode, wherein the module house outer ring wall is sleeved outside the module house inner ring wall, and a pouring cavity is arranged between the module house outer ring wall and the module house inner ring wall;
step 1b, manufacturing a reinforcing rib structure; the reinforcing rib structure comprises a reinforcing rib cage, and the shape of the reinforcing rib cage is matched with the shape of the pouring cavity;
and 2, placing the reinforcing rib structure in the pouring cavity and pouring a concrete layer into the pouring cavity.
Preferably, the module house comprises a module house bottom wall, a module house side wall and a module house top wall which is arranged opposite to the module house bottom wall.
Preferably, the module house comprises at least two side walls of the module house which are oppositely arranged at intervals, and two ends of each side wall of the module house are respectively connected with the bottom wall and the top wall of the module house.
Preferably, the module house is provided with a hoisting structure.
Preferably, the module room is provided with a hoisting structure, the hoisting structure comprises at least one group of side wall hoisting holes, each group of side wall hoisting holes comprises two side wall hoisting holes, and the two side wall hoisting holes are respectively arranged on the side walls of the two-sided module room; the lifting structure further comprises at least one group of top wall lifting holes, each group of top wall lifting holes comprises two top wall lifting holes which are arranged on the top wall of the module room at intervals, and the two top wall lifting holes are respectively arranged corresponding to the two side wall lifting holes of the group of side wall lifting holes.
Preferably, the reinforcing rib structure further comprises a lifting rib, the lifting rib is of a U-shaped structure as a whole, the lifting rib comprises a lifting rib connecting part and lifting arms, the two lifting arms are oppositely arranged and respectively connected with two ends of the lifting rib connecting part in a bending manner, the lifting rib connecting part is buried in the bottom wall of the module room, and the two lifting arms are respectively buried in the side walls of the two-sided module room; the free end of each lifting arm is provided with a lifting hook corresponding to the side wall lifting hole.
Preferably, a window and/or a door opening are reserved on the side wall of the module room;
in the step 1a, in the 3d printing process, a window space occupying frame and/or a gate space occupying frame are/is placed at a preset position, and after the outer ring wall of a module house and the inner ring wall of the module house are printed, the window space occupying frame and the gate space occupying frame are taken out;
in step 1b, the reinforcing rib cage is reserved with holes corresponding to the windows and/or the gates, the reinforcing rib cage is placed into the pouring cavity, the window space occupying frame and/or the gate space occupying frame are placed into the preset position again, and then a concrete layer is poured into the pouring cavity.
Preferably, the module house is further embedded with a hydropower pipeline.
Preferably, the reinforcing rib structure is assembled by steel bars; and 2, pouring light concrete or heat-insulation sound-insulation concrete into the pouring cavity.
Preferably, the module house is fixed on the house foundation through the bottom wall of the module house.
Preferably, in the house construction method, a plurality of module houses are sequentially connected together to form a house.
Preferably, two adjacent module rooms are connected through a pouring connection part, the pouring connection part comprises a reinforcing rib connection structure, and two ends of the reinforcing rib connection structure are respectively inserted in the middle parts of the walls of the two adjacent module rooms.
Preferably, each group of the reinforcing rib connecting structures comprises a plurality of steel rings with waist-shaped structures, and the steel rings are uniformly distributed at the joint of two adjacent module rooms; the middle part of the wall of the module room is reserved with blind holes for inserting steel rings, and two ends of each steel ring are inserted into the blind holes of the two module rooms.
Preferably, each reinforcing rib structure of the module room comprises a plurality of connecting ribs connected with the reinforcing rib cage, the connecting ribs are uniformly distributed on the end parts of the module rooms, which are used for connection, along the closed loop direction of the module rooms, and the connecting ribs of two adjacent module rooms are fixedly connected one to one.
Preferably, two adjacent module rooms are connected through a flexible connecting part, or are connected through a glass connecting part, or are connected through an expansion module;
the glass connecting part comprises a metal connecting frame and glass blocks inlaid on the metal connecting frame, and the metal connecting frame is fixedly connected with two adjacent module rooms respectively;
the flexible connecting part is a corrugated foldable telescopic frame-shaped structure made of rubber, and the cross section shape of the flexible connecting part is matched with that of the module room;
the expansion module comprises an expansion bottom wall, an expansion side wall and an expansion top wall which are respectively connected with the module room bottom wall, the module room side wall and the module room top wall of the module room in a corresponding mode, and the expansion bottom wall, the expansion side wall and the expansion top wall are detachably assembled together.
Preferably, the module rooms of the house are connected together by connecting beams.
Preferably, a connecting seat connected with the connecting beam is arranged on the outer side wall of each module room.
Preferably, a beam accommodating groove matched with the connecting beam is formed in the outer wall of the house.
Preferably, the module house bottom wall of the module house is fixed on the house foundation through a vibration reduction rubber support column.
A house comprising a modular house made by the house construction method.
According to the house construction method, the house is optimized to be of a modularized structure, the module house is manufactured in a mode of combining 3d printing and pouring, compared with a traditional mode, the template manufacturing and disassembling processes are omitted, the house construction operation is simplified, the efficiency is improved, the house construction cost is saved, and the module house is good in structural integrity and high in safety. In particular, the 3d printing is adopted, so that module rooms with different shapes and sizes can be built according to places or needs, and different requirements can be met.
The house provided by the invention comprises the modular house manufactured by the house construction method, and has the advantages of high construction efficiency, low cost and good safety.
Drawings
FIG. 1 is a schematic view of the module housing outer ring wall and the module housing inner ring wall of the module housing of the present invention;
FIG. 2a is a schematic view of a first embodiment of the reinforcing bar structure of the present invention;
FIG. 2b is a schematic view of a second embodiment of the reinforcing bar structure of the present invention;
FIG. 3 is a schematic view of the structure of the lifting bar of the present invention;
FIG. 4 is a schematic illustration of the placement of the reinforcement structure of the present invention into a casting cavity;
FIG. 5 is a schematic view of the process of making the module house outer ring wall and the module house inner ring wall of the module house of the present invention, the module house having a window reserved;
FIG. 6 is a schematic view of a modular house of the present invention with modular roof walls extending beyond two sides of the side walls of two modular houses to form a modular eave;
FIG. 7 is a schematic view of a modular house of the present invention, the modular house having a lifting structure and hydro-electric piping reserved;
FIG. 8 is a schematic view of the lifting process of the modular house of the present invention;
FIG. 9a is a schematic view of a building of the present invention with a stiffener connection between adjacent modular houses;
FIG. 9b is a schematic view showing the connection of the reinforcing bar connection structure to the module housing according to the first embodiment of the present invention;
FIG. 9c is a schematic view showing the connection of the reinforcing bar connection structure to the module housing according to the second embodiment of the present invention;
FIG. 10 is a schematic view of the structure of a house of the present invention, with adjacent modular rooms connected by a poured connection;
FIG. 11 is a schematic view of the structure of a house of the present invention, with adjacent modular rooms connected by flexible connections;
FIG. 12 is a schematic view of the structure of a house of the present invention, with some adjacent modular rooms connected by flexible joints and other adjacent modular rooms connected by glass joints;
FIG. 13 is a schematic diagram of the mating structure of the house and house foundation of the present invention;
FIG. 14 is a schematic view of the structure of a house of the present invention with connecting beams connecting the modular houses together;
FIG. 15 is a schematic view of the structure of the connecting seat and the connecting beam matched through the mortise and tenon structure;
FIG. 16 is a schematic view of the structure of the connecting beam and the connecting seat of the present invention connected together by screws;
FIG. 17 is a schematic view of a house of the present invention with a beam receiving slot on the outer wall of the house for mating with a connecting beam;
FIG. 18 is a schematic diagram of the structure of the house of the present invention showing a first configuration of expansion modules and the assembly of the expansion modules with corresponding modular houses, with the expansion modules at one end of the house;
FIG. 19 is a schematic view of the structure of the house of the present invention showing the second structure of the expansion module and the assembly process of the expansion module with the corresponding module house, with the expansion module in the middle of the house;
FIG. 20 is a schematic view of the structure of a house of the present invention showing a third structure of an expansion module and an assembling process of the expansion module with a corresponding module house, with the expansion module being located in the middle of the house;
FIG. 21 is a schematic view of the mating structure of the expansion top wall of the expansion module of the present invention with the module housing top wall of the module housing;
fig. 22 is a schematic structural view of the house of the present invention, showing a fourth structure of the expansion module and an assembling process of the expansion module with the corresponding module house, and the expansion module is located at the middle of the house.
Detailed Description
Embodiments of the house construction method of the present invention are further described below with reference to the examples given in connection with fig. 1-22. The house construction method of the present invention is not limited to the description of the following embodiments.
The house construction method of the invention comprises a module house manufacturing step, wherein the module house manufacturing step comprises the following substeps:
step 1, comprising the following substeps performed synchronously or sequentially:
in step 1a, as shown in fig. 1, a module house inner ring wall 1i and a module house outer ring wall 1o are manufactured in a 3d printing mode, the module house outer ring wall 1o is sleeved outside the module house inner ring wall 1i, and a pouring cavity 1o-1i is arranged between the module house outer ring wall 1o and the module house inner ring wall 1i.
Step 1b, manufacturing a reinforcing rib structure; the reinforcing rib structure comprises a reinforcing rib cage 2a, and the shape of the reinforcing rib cage 2a is matched with the shape of the pouring cavity 1o-1i.
And 2, placing the reinforcing rib structure in the pouring cavity 1o-1i and pouring a concrete layer into the pouring cavity 1o-1i.
According to the house construction method, the house is optimized to be of a modularized structure, the module house is manufactured in a mode of combining 3d printing and pouring, compared with a traditional mode, the template manufacturing and disassembling processes are omitted, the house construction operation is simplified, the efficiency is improved, the house construction cost is saved, and the module house is good in structural integrity and high in safety. In particular, the 3d printing is adopted, so that module rooms with different shapes and sizes can be built according to places or needs, and different requirements can be met.
As shown in fig. 1, 6-20, 22, the module housing includes a module housing bottom wall, a module housing side wall, and a module housing top wall disposed opposite the module housing bottom wall. Further, the module room comprises at least two opposite side walls of the module room, wherein the two side walls of the module room are used as outer walls of the module room, and two ends of each side wall of the module room are respectively connected with the bottom wall of the module room and the top wall of the module room. Further, the module room may further include at least one module room side wall for partitioning an inner space of the module room, between the module room side walls, which are outer walls of the module room.
As shown in fig. 1, 6-20 and 22, the top wall of the module room in this embodiment is a V-shaped structure, and the opening of the V-shaped structure faces the bottom wall of the module room.
As other embodiments, the module housing top wall may also be a planar structure.
As other embodiments, the module house top wall may also have a slant structure, that is, the module house top wall is obliquely arranged from one end corresponding to one module house side wall to one end corresponding to another module house side wall.
Of course, the module house top wall can be provided with other shapes or structures according to actual needs, which will not be described herein.
As shown in fig. 6, two ends of the top wall of the module protrude from two sides of the side walls of the two module rooms respectively to form a module eave.
Preferably, the concrete layer poured in the pouring cavity 1o-1i is a light concrete layer or a heat-insulation heat-preservation sound-insulation concrete layer.
As shown in fig. 2a and 2b, the reinforcement cage 2a is assembled from steel bars. Further, the reinforcement cage 2a is integrally in a five-frame structure.
As shown in fig. 2a, one implementation of the reinforcement cage 2a is as follows:
the reinforcing rib cage 2a comprises a plurality of annular weft ribs arranged at intervals in parallel and a plurality of warp ribs arranged at intervals in parallel, the plurality of warp ribs are uniformly distributed along the closed loop direction of the annular weft ribs, and each warp rib is perpendicular to all the annular weft ribs and fixedly connected with all the annular weft ribs. Further, the annular weft threads and the warp threads are bound and fixedly connected through metal wires.
As shown in fig. 2b, another implementation of the reinforcement cage 2a is as follows:
the strengthening rib cage 2a is including the cover outer steel reinforcement cage and the inlayer steel reinforcement cage that establish together, outer steel reinforcement cage and inlayer steel reinforcement cage all include a plurality of parallel interval setting's annular weft muscle and a plurality of parallel interval setting's warp muscle, the closed direction evenly distributed of a plurality of warp muscle edges of outer steel reinforcement cage corresponding annular weft muscle, the closed direction evenly distributed of a plurality of warp muscle edges of inlayer steel reinforcement cage corresponding annular weft muscle edges, every warp muscle all is perpendicular and fixed connection with all annular weft muscle that correspond, the annular weft muscle of outer steel reinforcement cage passes through many bridging muscle fixed connection with the annular weft muscle of inlayer steel reinforcement cage that corresponds, the warp muscle of outer steel reinforcement cage passes through many bridging muscle fixed connection with the warp muscle of inlayer steel reinforcement cage that corresponds, an annular weft muscle and a warp muscle fixed connection of outer steel reinforcement cage are simultaneously bridged muscle one end, the other end simultaneously with an annular weft muscle and a warp muscle fixed connection of inlayer steel reinforcement cage. Further, the annular weft thread ribs are fixedly connected with the corresponding warp thread ribs through metal wires in a binding mode, and the bridging ribs are fixedly connected with the corresponding annular weft thread ribs and the corresponding warp thread ribs through metal wires in a binding mode.
5-6 and 10, a window 1-0 and/or a doorway 1-1 are reserved on the side wall of the module room; reserving windows 1-0 and/or gates 1-1 on a module house by the following method:
referring to fig. 5, in step 1a, in the 3d printing process, the window space frame and/or the door space frame are placed at a preset position, and after the outer ring wall 1o of the module room and the inner ring wall 1i of the module room are printed, the window space frame and/or the door space frame are taken out.
In step 1b, the reinforcement cage 2a is reserved with openings corresponding to the windows 1-0 and/or the gates 1-1, after the reinforcement cage 2a is placed into the pouring cavity 1o-1i, the window space occupying frame and/or the gate space occupying frame are placed into the preset positions again, and then concrete is poured into the pouring cavity 1o-1i.
As shown in fig. 6 and 7, the module room is reserved with a hoisting structure, the hoisting structure comprises at least one group of side wall hoisting holes, each group of side wall hoisting holes comprises two side wall hoisting holes, and the two side wall hoisting holes are respectively arranged on the side walls of the two sides of the module room. Further, the hoisting structure comprises two groups of side wall hoisting holes. Referring to fig. 7, when the module house is hoisted, that is, when the module house is placed on the house foundation 5 in a hoisting manner, a bar R is inserted into each group of side wall hoisting holes, and the hoisting equipment hoistes the module house through a rope C hung on the bar R.
As shown in fig. 6 and 7, the lifting structure further includes at least one set of top wall lifting holes, where each set of top wall lifting holes includes two top wall lifting holes spaced on the top wall of the module, and each set of top wall lifting holes is respectively corresponding to two side wall lifting holes of the set of side wall lifting holes. Further, the hoisting structure comprises two groups of top wall hoisting holes which are respectively matched with the two groups of side wall hoisting holes. As shown in fig. 7, when the module house is hoisted, a bar R is inserted into each group of side wall hoisting holes, a rope C passes through the top wall hoisting hole and enters the module house to be hung on the bar R, and the hoisting equipment hoistes the module house through the rope C.
Referring to fig. 6-7, the modular house reserves a lifting structure by the following method: and (2) in the steps 1 and 2, embedding the occupying pipes or rods respectively used for manufacturing the side wall lifting holes and the top wall lifting holes at proper positions, and removing the occupying pipes or rods after the module room reaches proper strength, so as to obtain the lifting structure.
As shown in fig. 3 and 4, the reinforcing rib structure further comprises a lifting rib 2b, the lifting rib 2b is of a U-shaped structure as a whole, and comprises a lifting rib connecting part and lifting arms, the two lifting arms are oppositely arranged and respectively connected with two ends of the lifting rib connecting part in a bending manner, the lifting rib connecting part is buried in the bottom wall of the module room, and the two lifting arms are respectively buried in the side walls of the two-sided module room; the free end of each lifting arm is provided with a lifting hook corresponding to the side wall lifting hole; when the module room is hoisted, the cross bar passes through the middle part of the lifting hook. The hoisting ribs 2b are beneficial to further enhancing the strength of the module room and avoiding the module room from being damaged or destroyed by pulling in the hoisting process. Further, as shown in fig. 3 and 4 and in combination with fig. 6 to 7, the reinforcing rib structure includes two sets of hanging ribs 2b arranged side by side at intervals, and the hanging ribs are respectively arranged corresponding to the two sets of side wall hanging holes.
Preferably, the lifting rib 2b is formed by bending a reinforcing steel bar.
As shown in fig. 7-8, the modular house is also embedded with a hydropower line.
Referring to fig. 7 and 8, the modular house further comprises at least one gable 7, and such a modular house may be used as an end of the house or in the middle of the house, and the gable 7 may be used as an inner gable between adjacent rooms of the house.
As shown in fig. 8 and 13, the modular house of the present invention is fixed to the house foundation 5 through the bottom wall of the modular house. Further, the module house bottom wall of the module house is fixed on the house foundation 5 through a shock-absorbing rubber strut 6. Further, one end of the damping rubber strut 6 is fixed on the house foundation 5, and the other end of the damping rubber strut is fixedly connected with the bottom wall of the module house through bolts. Further, a plurality of vibration reduction rubber struts 6 are uniformly distributed between the bottom wall of the module house and the house foundation 5 of each module house.
As shown in fig. 18, in the house construction method of the present invention, at least one module house is connected with an expansion module 3d to form a house, and the expansion module 3d is located at one end of the house. The module house is used as a 3d printed structure, has high strength and hardness, and is used as a connecting force point of the expansion module 3 d.
As shown in fig. 18, a first structure of the expansion module 3d includes an expansion bottom wall, an expansion side wall, an expansion top wall, and an expansion gable, and the expansion bottom wall, the expansion side wall, and the expansion top wall are respectively connected to the module room bottom wall, the module room side wall, and the module room top wall of the module room adjacent to the expansion module 3 d.
Preferably, as shown in fig. 18, the expansion module is provided with a window and a doorway, the window is provided on an expansion side wall, and the doorway is provided on an expansion mountain wall. Based on actual needs, the expansion module can also be provided with only a window or a gate, or not provided with the window or the gate.
As shown in fig. 9a-14, 17, the house construction method of the present invention connects a plurality of modular houses together in sequence to form a house.
In the house according to the invention, as shown in fig. 9a-10, 13-14, 17, adjacent module houses may also be connected by means of a pouring connection 3 a.
As shown in fig. 9a and 9b, the reinforcement structure embedded in the module room is the reinforcement cage 2a of the second embodiment; the pouring connection part 3a comprises a reinforcing rib connection structure 3-0a, and two ends of the reinforcing rib connection structure 3-0a are respectively inserted into the concrete layers of two adjacent module rooms. Further, the reinforcing rib connecting structure 3-0a is formed by assembling reinforcing steel bars.
As shown in fig. 9a-9b, one implementation of the stiffener connection structure 3-0a is: each group of the reinforcing rib connecting structures 3-0a comprises a plurality of steel rings with waist-shaped structures, and the steel rings are uniformly distributed at the joint of two adjacent module rooms. Further, a blind hole for inserting the steel ring is reserved in the middle of the wall of the module room, and two ends of each steel ring are inserted into the blind holes of the two module rooms. Furthermore, before the concrete layer is poured into the pouring cavity 1o-1i, the blind holes are placed at preset positions of the blind holes, then pouring is carried out, and after the pouring is finished, the blind holes corresponding to the relation can be formed by removing the blind holes.
Preferably, as shown in fig. 9c, in the house of the present invention, the corresponding warp threads of the reinforcement cages 2a of two adjacent module houses are fixedly connected in one-to-one correspondence. Further, the corresponding two warp threads can be fixedly connected together through welding, thermit reaction, sleeve and the like.
It should be noted that, in the house of the present invention, the reinforcement cage 2a of the second embodiment may be employed as the reinforcement structure buried in the module house.
As shown in fig. 11, in the house of the present invention, adjacent module houses may be further connected by a flexible connection part 3 b. Further, the flexible connecting portion 3b is a corrugated foldable and telescopic frame-shaped structure made of rubber, and the seven cross-sectional shapes are matched with the cross-sectional shape of the module house. Further, the flexible connection part 3b is fixedly connected with the module room through bolts or riveting.
As shown in fig. 12, in the house of the present invention, adjacent module houses may be further connected by a glass connection portion 3 c. Further, the glass connecting portion 3c comprises a metal connecting frame and glass blocks inlaid on the metal connecting frame, and the metal connecting frame is fixedly connected with the adjacent module rooms respectively. Further, the metal connecting frame of the glass connecting part 3c is fixedly connected with the module room through bolts or riveting.
In the house of the invention, adjacent module houses can also be connected by expansion modules 3d, as shown in fig. 19-22. Further, the expansion module 3d includes an expansion bottom wall, an expansion side wall and an expansion top wall which are respectively connected with the module room bottom wall, the module room side wall and the module room top wall of the module room, and the expansion bottom wall, the expansion side wall and the expansion top wall are detachably assembled together. Further, the expansion module 3d is fixedly connected with the module room through bolts or riveting.
As shown in fig. 19, a second structure of the expansion module 3d includes an expansion bottom wall (not shown in the drawing), two expansion side walls and an expansion top wall, the expansion top wall includes 2 half expansion top walls, two ends of the expansion bottom wall are respectively connected with the module room bottom walls of two adjacent module rooms, two ends of each expansion side wall are connected with the module room side walls of two adjacent module rooms, and two ends of the assembly of the 2 half expansion top walls are respectively connected with the module room top walls of the two module rooms. When the second expansion module 3d is not involved in assembly, its expansion bottom wall, expansion side wall and 2 half expansion top walls are respectively stacked outside the module house bottom wall, module house side wall and module house top wall of one module house.
As shown in fig. 20, a third structure of the expansion module 3d includes an expansion bottom wall, an expansion side wall and an expansion top wall, two ends of the expansion top wall are respectively slidably inserted into the module room top walls of two adjacent module rooms, as shown in fig. 21, a sliding rail GR supporting the expansion top wall is disposed in the module room top wall, and a sliding rail GR matched with the expansion top wall is also disposed on a side edge of the expansion side wall matched with the expansion top wall. As shown in fig. 20, when the expansion module 3d of the third structure is not involved in assembly, the expansion side walls and the expansion bottom wall are disassembled and stacked together, and the expansion top wall slides into the module house top wall of one module house along the slide rail GR. The sliding rail GR may be placed in the top wall of the module room during the manufacturing process of the module room, for example: after the 3d printing of the inner ring wall 1i and the outer ring wall 1o of the module room is completed, the sliding rail is implanted into the top wall of the module room, a concrete layer with proper height is injected into the part of the pouring cavity 1o-1i in the top wall of the module room according to the requirement, and a top wall accommodating cavity for accommodating the expansion top wall is formed in the top wall of the module room.
As shown in fig. 22, a fourth structure of the expansion module 3d includes two expansion rooms arranged oppositely, an expansion connection channel is arranged between the two expansion rooms, and two ends of the expansion connection channel are respectively connected with the two module rooms. Further, the cross section of the expansion connection channel is matched with the shape of the cross section of the module room.
It should be noted that when a plurality of the module houses are assembled as a house in turn, one or more of the pouring connection portion 3a, the flexible connection portion 3b, the glass connection portion 3c, and the expansion module 3d may be used. For example, as shown in fig. 12, in the house, two module rooms on the left side and two module rooms on the right side are connected by a flexible connection portion 3b, respectively, and two module rooms located in the middle are connected by a glass connection portion 3 c.
As shown in fig. 14 and 17, the module rooms of the house are connected together by a connecting beam 4. Further, the connecting cross beams 4 are respectively connected with the side walls of the module rooms on the same side of each module room.
As shown in fig. 15-17, the outer side wall of each module house is provided with a connecting seat 1-2 connected with a connecting beam 4.
One implementation of the connection base 1-2 is as follows: the connection base 1-2 is preset on the module room in step 1 a. Further, the portion of the connecting seat 1-2 preset in the wall body of the module house is connected with the reinforcing rib cage 2a.
Another implementation of the connection base 1-2 is as follows: the connecting seat 1-2 is fixedly arranged on each module room through bolts.
As shown in fig. 15-16, the connecting seat 1-2 is in limit fit with the connecting beam 4 in a mortise and tenon mode. Further, as shown in fig. 16, the connection seat 1-2 is fixedly connected with the connection beam 4 through bolts.
Specifically, as shown in fig. 15-16, the connecting seat 1-2 has a T-shaped structure, and the connecting beam 4 includes a T-shaped chute; the connecting beam 4 is used for sequentially scribing the connecting seats 2 of each module room into the sliding grooves of the connecting beam 4 from one end of the house, and then the connecting seats 1-2 are fixedly connected with the connecting beam 4 through bolts.
As shown in fig. 15-17, the outer wall of the house is provided with a beam accommodating groove matched with the connecting beam 4, and the connecting beam 4 is embedded into the beam accommodating groove. Further, in step 1a, the beam accommodating groove is reserved on the outer wall of the module room.
As shown in fig. 13, the house further comprises a gable 7, and the modular house at the end of the house is fitted with the gable 7. Further, the gable 7 is provided with a doorway.
As shown in fig. 10-14, 17-20, 22, the present invention also discloses a house comprising a modular house made by the house construction method.
The foregoing is a further detailed description of the invention in connection with the preferred embodiments, and it is not intended that the invention be limited to the specific embodiments described. It will be apparent to those skilled in the art that several simple deductions or substitutions may be made without departing from the spirit of the invention, and these should be considered to be within the scope of the invention.
Claims (17)
1. A method of building a house, comprising a modular house making step comprising the sub-steps of:
step 1, comprising the following substeps performed synchronously or sequentially:
step 1a, manufacturing a module house inner ring wall (1 i) and a module house outer ring wall (1 o) in a 3d printing mode, wherein the module house outer ring wall (1 o) is sleeved outside the module house inner ring wall (1 i), and a pouring cavity (1 o-1 i) is arranged between the module house outer ring wall (1 o) and the module house inner ring wall (1 i);
step 1b, manufacturing a reinforcing rib structure; the reinforcing rib structure comprises a reinforcing rib cage (2 a), and the shape of the reinforcing rib cage (2 a) is matched with the shape of the pouring cavity (1 o-1 i);
step 2, placing the reinforcing rib structure in a pouring cavity (1 o-1 i) and pouring light concrete or heat-insulating sound-insulating concrete into the pouring cavity (1 o-1 i);
the module house comprises a module house bottom wall, a module house top wall and module house side walls, wherein the module house top wall is arranged opposite to the module house bottom wall, and the module house side walls are arranged at least at two opposite sides at intervals;
the module house is provided with a hoisting structure, the hoisting structure comprises at least one group of side wall hoisting holes, each group of side wall hoisting holes comprises two side wall hoisting holes, and the two side wall hoisting holes are respectively arranged on the side walls of the two-sided module house; the reinforcing rib structure further comprises lifting ribs (2 b), the lifting ribs (2 b) are integrally of a U-shaped structure, the reinforcing rib structure comprises lifting rib connecting portions and lifting arms, the two lifting arms are oppositely arranged and respectively connected with two ends of the lifting rib connecting portions in a bending mode, the lifting rib connecting portions are buried in the bottom wall of the module room, and the two lifting arms are respectively buried in the side walls of the two-sided module room; the free end of each lifting arm is provided with a lifting hook corresponding to the side wall lifting hole.
2. The house construction method according to claim 1, wherein: the lifting structure further comprises at least one group of top wall lifting holes, each group of top wall lifting holes comprises two top wall lifting holes which are arranged on the top wall of the module room at intervals, and the two top wall lifting holes are respectively arranged corresponding to the two side wall lifting holes of the group of side wall lifting holes.
3. The house construction method according to claim 1, wherein: a window (1-0) and/or a door opening (1-1) are reserved on the side wall of the module room;
in the step 1a, in the 3d printing process, a window space occupying frame and/or a gate space occupying frame are placed at preset positions, and after the printing of the outer ring wall (1 o) of the module room and the inner ring wall (1 i) of the module room is finished, the window space occupying frame and the gate space occupying frame are taken out;
in step 1b, the reinforcing rib cage (2 a) is reserved with openings corresponding to the window (1-0) and/or the door opening (1-1), the reinforcing rib cage (2 a) is placed into the pouring cavity (1 o-1 i), the window space occupying frame and/or the door opening space occupying frame are placed into the preset position again, and then a concrete layer is poured into the pouring cavity (1 o-1 i).
4. The house construction method according to claim 1, wherein: the module house is also buried with a hydropower pipeline.
5. The house construction method according to claim 1, wherein: the reinforcing rib structure is formed by assembling reinforcing steel bars.
6. The house construction method according to claim 1, wherein: the module house is fixed on a house foundation (5) through the bottom wall of the module house.
7. The house construction method according to claim 6, wherein: according to the house building method, a plurality of module houses are sequentially connected together to form a house.
8. The house construction method according to claim 7, wherein: the two adjacent module rooms are connected through a pouring connecting part (3 a), the pouring connecting part (3 a) comprises a reinforcing rib connecting structure (3-0 a), and two ends of the reinforcing rib connecting structure (3-0 a) are respectively inserted into the middle parts of the walls of the two adjacent module rooms.
9. The house construction method according to claim 8, wherein: each group of the reinforcing rib connecting structures (3-0 a) comprises a plurality of steel rings with waist-shaped structures, and the steel rings are uniformly distributed at the joint of two adjacent module rooms; the middle part of the wall of the module room is reserved with blind holes for inserting steel rings, and two ends of each steel ring are inserted into the blind holes of the two module rooms.
10. The house construction method according to claim 8, wherein: each reinforcing rib structure of the module room comprises a plurality of connecting ribs connected with a reinforcing rib cage (2 a), the connecting ribs are uniformly distributed on the end parts of the module room, which are used for connection, along the closed loop direction of the module room, and the connecting ribs of two adjacent module rooms are fixedly connected one to one.
11. The house construction method according to claim 7, wherein: two adjacent module rooms are connected through a flexible connecting part (3 b), or connected through a glass connecting part (3 c), or connected through an expansion module (3 d);
the glass connecting part (3 c) comprises a metal connecting frame and glass blocks inlaid on the metal connecting frame, and the metal connecting frame is fixedly connected with two adjacent module rooms respectively;
the flexible connecting part (3 b) is a corrugated foldable telescopic frame-shaped structure made of rubber, and the cross section shape of the flexible connecting part is matched with that of the module room;
the expansion module (3 d) comprises an expansion bottom wall, an expansion side wall and an expansion top wall which are respectively connected with the module room bottom wall, the module room side wall and the module room top wall of the module room in a corresponding mode, and the expansion bottom wall, the expansion side wall and the expansion top wall are detachably assembled together.
12. The house construction method according to claim 7, wherein: the module rooms of the house are connected together through a connecting beam (4).
13. The house construction method according to claim 12, wherein: and the outer side wall of each module room is provided with a connecting seat (1-2) connected with a connecting beam (4).
14. The house construction method according to claim 12, wherein: the outer wall of the house is provided with a beam accommodating groove matched with the connecting beam (4).
15. The house construction method according to claim 7, wherein: the module room bottom wall of the module room is fixed on a house foundation (5) through a vibration reduction rubber strut (6).
16. The house construction method according to claim 11, wherein: two ends of the expansion top wall are respectively inserted into the module room top walls of two adjacent module rooms in a sliding way, a sliding rail (GR) for supporting the expansion top wall is arranged in the module room top wall, and a sliding rail (GR) matched with the expansion top wall is also arranged on the side edge of the expansion side wall matched with the expansion top wall; when the expansion module (3 d) is not involved in assembly, the expansion side wall and the expansion bottom wall are disassembled and stacked together, and the expansion top wall slides into the module room top wall of one module room along the sliding rail (GR).
17. A house comprising a modular house made by the house construction method of any one of claims 1-16.
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