SUMMERY OF THE UTILITY MODEL
The utility model aims to solve the technical problem that overcome prior art not enough, and provide an industrialization assembled house, it can realize on-the-spot rapid Assembly, and simple structure, and construction cost is low.
In order to achieve the above purpose, the utility model adopts the following technical scheme:
an industrial fabricated residence comprises a wall system and a floor system; the wall system comprises a plurality of wall components which are spliced with each other and are vertically arranged; the wall body member comprises an outer baffle plate, a wall body formwork frame and an inner wall plate, wherein the outer baffle plate and the inner wall plate are arranged on the formwork frame and are arranged oppositely to form a wall body grouting chamber between the outer baffle plate and the inner wall plate, the thickness of the wall body grouting chamber is defined, the outer baffle plate, the floor formwork frame and the inner wall plate are integrated after building slurry poured into the wall body grouting chamber is solidified, and the wall body formwork frame is provided with a flow guide hole for the building slurry to pass through so that the wall body grouting chambers between the wall body members spliced with each other are communicated with each other; the roofing system comprises a plurality of mutually spliced roofing components which cover the wall system; the roof member includes roofing framed, roofing carrier plate and overhead gage are all installed on the roofing framed and are set up relatively in order to form the roofing grout room between the two to delimit the thickness of roofing grout room, make overhead gage, roofing framed and roofing carrier plate form integratively after pouring into the indoor building thick liquids solidification of this roofing grout, just have the water conservancy diversion hole that supplies building thick liquids to pass through on the roofing framed so that the roofing grout room between the roofing member of splicing each other communicates each other. The roof grouting chamber and the wall grouting chamber are mutually isolated.
The technical scheme can be further improved by the following technical measures.
Further, the roof system is a double-slope type inclined roof. The building system comprises a plurality of mutually spliced floor components which are arranged at the top of the wall system; the floor member comprises a floor formwork frame and a floor bearing plate, a cavity is arranged in the floor formwork frame, the cavity and the floor bearing plate form a floor grouting chamber, the floor formwork frame and the floor bearing plate form a whole after building slurry poured into the floor grouting chamber is cured, and the floor formwork frame is provided with a flow guide hole for the building slurry to pass through so that the floor grouting chambers between the mutually spliced floor members are mutually communicated.
Further, the wall grouting chamber and the floor grouting chamber are communicated with each other.
Further, the wall system comprises an upper wall body and a lower wall body, and the floor system is installed between the upper wall body and the lower wall body. And the wall grouting chambers of the upper wall body and the lower wall body are communicated with a floor grouting chamber of a floor system. And the bottom of the lower-layer wall body is provided with a flow guide hole, and the building slurry passes through the flow guide hole and is solidified to enable the lower-layer wall body and the prefabricated ground beam to form a whole. The wall members are spliced together, the roof members are spliced together in a flat manner, and the floor members are spliced together in a flat manner.
Furthermore, the wall system further comprises a fastening strip for connecting a plurality of wall members, the fastening strip is positioned at the top of the wall members, and the fastening strip is provided with a plurality of diversion holes for building slurry to pass through.
Further, the top of lower floor's wall body still is provided with the built on stilts support of built on stilts upper strata wall body, and this built on stilts support is the n font, and it includes web and pterygoid lamina, the pterygoid lamina is bent to both sides by the edge of web and forms, be provided with the grout hole that is used for carrying out the grout to lower floor's wall body on the web.
Further, the floor system is mounted on top of the lower wall in such a way that its ends are supported on the wings of the overhead support.
Furthermore, the wall system also comprises an external wall panel arranged outside the wall form frame, the external wall panel and the internal wall panel are arranged in a criss-cross mode, and the external wall panel is fixedly arranged on the wall member through a detachable connecting structure after the building slurry is cured.
Furthermore, the splicing structure among the wall members comprises a straight splicing structure, an L-shaped splicing structure and a T-shaped splicing structure. The wall body components are in T-shaped splicing structures, three wall body components are arranged at the positions, wherein the first wall body component and the second wall body component are parallel to each other, the first wall body component and the second wall body component are in lap splicing, the third wall body component and the two wall body components are perpendicular to each other, and vertical columns are arranged at the splicing positions of the third wall body component and the two wall body components.
Further, the wall form frame includes crosspiece and the vertical fossil fragments of two vertical settings of two horizontal settings, vertical fossil fragments include concatenation boss and concatenation recess, all be provided with the water conservancy diversion hole that supplies building thick liquids to pass through on concatenation boss and the concatenation recess, vertical stand sets up in the concatenation recess of third wall body component, and this vertical stand is the square, is provided with the water conservancy diversion hole that supplies building thick liquids to pass through on its at least two sides.
Owing to adopted above technical scheme, the utility model discloses following beneficial effect has:
1. the utility model discloses a wall body component, floor component and roofing component all belong to the assembly line preparation of mill, have efficiently, advantage with low costs, and mill's processing accomplishes the back and reappears the assembly and uses, use during the equipment simple and easy instrument with its snap-on prefabricated grade beam can, reduced the construction degree of difficulty, showing and improving the efficiency of construction.
2. The utility model discloses a wall system, floor system and roofing system are the integral type and pour and take shape, and wall system and prefabricated grade beam pour the integral type and connect, and wall system and floor system also pour an integral type and connect to formed one and need not to set up the low level industrialization assembled building that constructional column and ring beam also have high strength. Furthermore, because the utility model discloses an interior wallboard has been installed on the wall body framed in advance during, wallboard in order to prevent the damage of wind and rain, the utility model discloses a accomplish the pouring grout with roofing system earlier, then pour the pouring technology of floor system and wall body system again to not only increased the flexibility of construction, also improved construction quality.
3. The utility model discloses in advance with interior wallboard fixed mounting inboard at the wall body framed, then with the construction thick liquids pour into the grout indoor, make framed, outer baffle and interior wallboard form integratively when the construction thick liquids solidification back, not only showing the installation firmness that has improved interior wallboard, wallboard department forms the hollowing phenomenon in can also effectively avoiding, the sound that sends when knocking interior wallboard sinks, gives the user with firm sense and sense of security.
4. Because the wall body components are spliced by adopting the lap joints, and the vertical keels and the crosspieces of the wall body components are provided with the flow guide holes, the building slurry can enter the grouting chambers in the adjacent wall body components through the flow guide holes, and after the building slurry is cured, the two wall body components can be connected into a whole, so that the connecting strength between the adjacent wall body components is further improved, and the problem of air leakage caused by splicing gaps between the adjacent wall body components is effectively prevented.
The invention has other features and advantages which will be apparent from or are set forth in detail in the accompanying drawings and the following detailed description, which are incorporated herein, and which together serve to explain certain principles of the invention.
The first embodiment is as follows:
as shown in fig. 1 and 3, the wall system 1 refers to a wall of a house or a structure, which mainly serves as a space for enclosing and dividing a space. The low-rise dwelling house belongs to a framework structure system building, and the wall body of the low-rise dwelling house is used for enclosing and separating the space.
As shown in fig. 1 and 2, a roofing system refers to a roof covering on the outside of a house or structure, which includes a roof and all necessary materials above walls or other supports to support the roof.
As shown in fig. 2, the floor system 2 is intended for partitioning the partitions between floors, also commonly referred to as floors.
As shown in fig. 1 to 16, the present embodiment provides an industrial prefabricated house, which includes a wall system 1 and a roofing system, the roofing system is covered above the wall system 1; the wall system 1 comprises a plurality of wall components 101 which are spliced with each other and are vertically arranged; the wall body member 101 comprises an outer baffle 1017, a wall body mould frame and an inner wall plate 1016, wherein the outer baffle 1017 and the inner wall plate 1016 are arranged on the mould frame and are oppositely arranged to form a wall body grouting chamber between the outer baffle 1017 and the inner wall plate 1016, the thickness of the wall body grouting chamber is defined, the outer baffle 1017, the floor mould frame and the inner wall plate 1016 are integrated after building slurry poured into the wall body grouting chamber is cured, and the wall body grouting chamber between the wall body members 101 spliced with each other is communicated with each other through guide holes for the building slurry to pass through.
As shown in fig. 14, 15 and 16, the roofing system comprises a plurality of mutually spliced roofing elements 301 which are laid over the wall system 1; roofing component 301 includes roofing framed, roofing carrier plate 3017 and last baffle 3016 all install on the roofing framed and relative setting in order to form the roofing grout room between the two to limit the thickness of roofing grout room, go into behind the indoor building thick liquids solidification of this roofing grout and make baffle 3016, roofing framed and roofing carrier plate 3017 form an organic whole, just have the water conservancy diversion hole that supplies building thick liquids to pass through on the roofing framed so that the roofing grout room between the roofing component 301 of splicing each other communicates each other. The roof members 301 are assembled and mounted on roof trusses 302, the roof trusses 302 being triangular.
Specifically, the roofing system in this embodiment is a double-slope type sloping roof, and a sloping roof refers to a roof with a drainage gradient generally greater than 3%. The slope roof is widely applied to buildings and mainly comprises a single slope type, a double slope type, a four slope type, a folded waist type and the like.
As shown in fig. 2 and fig. 8, the industrial low-rise building in the embodiment has two floors, including an upper wall 1-2 and a lower wall 1-1, wherein the upper and lower walls 1-1 are spaced by a floor system 2, and the floor system 2 includes a plurality of floor members 201 spliced with each other and installed on top of the lower wall 1-1; as shown in fig. 11, 12 and 13, the floor member 201 includes a floor form frame and a floor support plate 2016, a cavity is disposed in the floor form frame, the cavity and the floor support plate 2016 form a floor grouting chamber, the floor form frame and the floor support plate 2016 are integrated into a whole after building slurry poured into the floor grouting chamber is cured, and a diversion hole for the building slurry to pass through is disposed on the floor form frame so that the floor grouting chambers between the floor members 201 spliced with each other are communicated with each other.
Specifically, the wall grouting chamber and the floor grouting chamber are communicated with each other, namely after the pouring is finished, the floor and the wall can be integrated. The roof grouting chamber and the wall grouting chamber are mutually isolated, namely after the pouring is finished, the roof and the wall supporting the roof are still separated and are connected together only through a mechanical structure.
The wall system 1 comprises an upper wall 1-2 and a lower wall 1-1, and the floor system 2 is installed between the upper wall 1-2 and the lower wall 1-1. The wall grouting chambers of the upper wall 1-2 and the lower wall 1-1 are communicated with the floor grouting chamber of the floor system 2. The bottom of the lower-layer wall body 1-1 is provided with a flow guide hole, and building slurry passes through the flow guide hole and is solidified to enable the lower-layer wall body 1-1 and the prefabricated ground beam to be integrated. The wall components 101 are spliced together, the roof components 301 are spliced together in a flat mode, and the floor components 201 are spliced together in a flat mode. The lap splicing is that L-shaped gaps are pre-manufactured at the side edges of two spliced wall members 101, and then one wall member 101 is butted with the other wall member 101. The flat splicing, also called butt splicing, refers to that the side edges of two roof members 301 spliced with each other are both made into a plane, and then the two members are closed and opposite to each other. Flat end splicing is also used between the floor elements 201.
The wall system 1 further includes a fastening strip for connecting a plurality of wall members 101, the fastening strip is located on the top of the wall members 101, and the fastening strip has a plurality of diversion holes for building slurry to pass through. Specifically, the fastening strip is U-shaped, the opening size of the fastening strip is slightly larger than the width size of the upper crosspiece 1011 of the wall body member 101, the fastening strip is reversely fastened on the upper crosspiece 1011 to connect a plurality of wall body members 101 into a whole to increase the connection strength between the wall body members 101, and the fastening strip is welded to the upper crosspiece 1011 and can be connected by bolts. In addition, the water conservancy diversion hole that sets up on the lock joint strip can make the grout room intercommunication of upper wall 1-2, floor component 201 to become a structural entirety with upper wall 1-2, lower floor's wall 1-1 and floor component 201 one-tenth, thereby strengthen joint strength each other, consequently in the utility model discloses an among the low-rise residential building, do not need constructional column and ring beam just can have higher structural strength.
As shown in fig. 8, 9 and 10, an overhead bracket 102 for erecting the upper wall 1-2 is further disposed on the top of the lower wall 1-1, and the overhead bracket 102 is shaped like a Chinese character ji and includes a web plate and a wing plate, the wing plate is formed by bending the edge of the web plate to two sides, and a grouting hole 1021 for grouting the lower wall is disposed on the web plate. The overhead bracket 102 is fixedly installed above the fastening strip, the overhead bracket 102 is connected with the fastening strip through a bolt, and the grouting hole 1021 corresponds to the flow guide hole in the fastening strip. The edge of the floor member 201 is supported on the wing plate of the overhead support 102, and the top of the overhead support 102 is provided with the diversion hole so that the upper wall 1-2, the lower wall 1-1 and the floor member 201 are connected into a structural whole. On the other hand, the bottom surface of the upper wall 1-2 is abutted against the top surface of the web of the overhead bracket 102. The floor system 2 is mounted on top of the lower wall 1-1 with its ends supported on the wings of the overhead support 102. When the lower wall body 1-1 is poured, a grouting inlet is formed through a grouting hole 1021 in the overhead bracket 102.
As shown in fig. 4 and 5, the wall system 1 further includes external wall panels 1018 installed outside the wall form frame, the external wall panels 1018 are arranged in a criss-cross manner with the internal wall panels 1016, and the external wall panels 1018 are fixedly installed on the wall member 101 through a detachable connection structure after the building grout is cured. In this embodiment, the exterior wall panels 1018 are disposed in a transverse direction and the interior wall panels 1016 are disposed in a longitudinal direction, and the cross-sectional shapes are staggered to further enhance the strength of the connection between the wall members 101. Interior wallboard 1016 is for the snap-on the wall body framed and form integratively with framed after pouring, and side fascia 1018 installs on the wall body framed after pouring, for the convenience of maintenance and installation side fascia 1018, has adopted detachable connection structure fixed mounting side fascia 1018, and this detachable connection structure can for example joint structure, fastener connection structure etc. for conventional dismantlement formula structure. In addition, the inner wall panels 1016 are installed on the wall body formwork after the wall body formwork is installed, and in order to further increase the connection strength between the wall body members 101 after pouring, a method of installing the inner wall panels 1016 in a staggered mode is adopted, namely splicing seams between adjacent wall body formworks and splicing seams between adjacent inner wall panels 1016 are staggered. By adopting the scheme, after the pouring is finished, the shear strength of the splicing seams between the wall body mold frames and the splicing seams between the inner wall boards 1016 can be greatly improved.
As shown in fig. 3, 6 and 7, the splicing structure between the wall members 101 includes a one-shaped splicing structure, an L-shaped splicing structure and a T-shaped splicing structure. Three wall components 101 are arranged at the positions of the wall components 101 which are in a T-shaped splicing structure, wherein the first wall component 101-1 and the second wall component 101-2 are parallel to each other and spliced with each other, and the third wall component 101-3 is perpendicular to the two wall components 101 and is provided with a vertical upright 1019 at the splicing position of the third wall component 101 and the two wall components 101. The one-shaped splicing structure is mainly applied to splicing wall components 101 of one wall, the L-shaped splicing structure is mainly applied to splicing wall components 101 at corners of the wall, the T-shaped splicing structure is mainly applied to splicing inner walls and outer walls, and the vertical upright column 1019 is arranged at the splicing position of the inner wall component 101, namely the third wall 101-3 component 101 and the outer wall component 101, so that the connecting strength among the three wall components 101 can be improved.
As shown in fig. 6 and 7, the wall form frame includes two horizontally disposed crosspieces (1011, 1012) and two vertically disposed vertical keels (1013, 1014), the vertical keels (1013, 1014) include splicing bosses and splicing grooves, the splicing bosses and splicing grooves are provided with flow guide holes for building slurry to pass through, the vertical upright 1019 is disposed in the splicing groove of the third wall 101-3 member 101, and the vertical upright 1019 is square, and at least two sides thereof are provided with flow guide holes for building slurry to pass through.
Description of the structure of the wall member 101:
as shown in fig. 3, 4 and 5, the wall member 101 includes a wall form frame including an upper rail 1011, a lower rail 1012 and two vertical keels (1013, 1014), and an outer barrier 1017 installed on the frame, the upper and lower rails (1011, 1012) and the two vertical keels (1013, 1014) are connected to each other to form a frame structure, the inner side of the wall form frame is pre-installed with an inner wall panel 1016 to form a grouting chamber for grouting construction grout between the frame and the inner wall panel 1016, and the inner wall panel 1016 and the outer barrier 1017 are oppositely disposed to define the thickness of the grouting chamber; the wall body formwork frame is also provided with a clamping block for mounting an external wall panel 1018, and the external wall panel 1018 is mounted on the formwork frame through the clamping block after the building slurry poured into the grouting chamber is cured so as to shield the formwork frame and the external baffle 1017; the upper transverse rail 1011 and the vertical keels (1013 and 1014) are both provided with flow guide holes for building slurry to pass through, and the building slurry is poured into the grouting chamber from the flow guide holes of the upper transverse rail 1011 to be solidified so as to integrate the wall form frame, the outer baffle 1017 and the inner wallboard 1016.
The outer baffle 1017 is a steel plate mesh. The two vertical keels (1013, 1014) are respectively a first vertical keel 1013 and a second vertical keel 1014, the two vertical keels (1013, 1014) are arranged in parallel, and the upper and lower ends of the vertical keels (1013, 1014) are respectively fixedly connected with the upper crosspiece 1011 and the lower crosspiece 1012. A reinforcing keel 1015 is further arranged between the first vertical keel 1013 and the second vertical keel 1014, the reinforcing keel 1015 is arranged in parallel with the first vertical keel 1013 and the second vertical keel 1014, and a plurality of flow guide holes for building slurry to pass through are also arranged on the reinforcing keel 1015.
The outer sides of the vertical keels (1013, 1014) are provided with lap splicing structures extending along the length direction thereof so as to enable the adjacent wall members 101 to be mutually butted, each lap splicing structure comprises a splicing convex part and a splicing groove, and the splicing convex parts and the splicing grooves form a half-convex structure. And a plurality of flow guide holes are formed in the top surface of the splicing convex part and the bottom surface of the splicing groove.
The vertical keels (1013, 1014) are connected by a transverse rib 1010. The two sides of the outer baffle 1017 are respectively arranged on the two vertical keels, and the middle part of the outer baffle 1017 is supported on the transverse rib 1010.
The bottom of the wall body mold frame is provided with a transverse limiting strip which is used for supporting the inner wall plate 1016 and limiting the inner wall plate 1016 to move along the thickness direction of the inner wall plate 1016, and a transverse limiting groove matched with the bottom of the inner wall plate 1016 is arranged in the transverse limiting strip. The utility model discloses a wallboard, including the framed wall, wallboard 1016 is provided with the vertical concatenation strip that wallboard 1016 removed in the restriction on the framed wall along its width direction, and adjacent interior wallboard 1016 splices mutually through this vertical concatenation strip, and this vertical concatenation strip has two alar parts that extend to both sides respectively, be provided with the vertical concatenation groove that extends along its direction of height on the interior wallboard 1016, alar part and vertical concatenation groove looks adaptation. The middle part of the vertical clamping strip is embedded with a sealing strip for sealing the splicing gap between the adjacent inner wall plates 1016.
The clamping blocks comprise fixing portions for fixedly connecting the mold frames and clamping grooves for clamping the external wall panels 1018, and openings of the clamping grooves are arranged downwards. The inner wall plate 1016 is vertically disposed and the outer wall plate 1018 is horizontally disposed. The outside of vertical fossil fragments (1013, 1014) is fixed with the enhancement stand, the joint piece sets up on the enhancement stand.
The lower crosspiece 1012 is also provided with a flow guide hole for building slurry to pass through, and the lower crosspiece 1012 is provided with an anchoring strip for fixedly connecting the wall body member 101 with a preset ground beam, and the anchoring strip is provided with a bolt hole for a fixing bolt to pass through.
Description of the structure of the roofing member 301:
the roofing component 301 shown in fig. 14, 15 and 16 comprises a roof form frame, a roof support plate 3017 and an upper baffle 3016, wherein the roof support plate 3017 and the upper baffle 3016 are both mounted on the roof form frame and are oppositely arranged to form a roof grouting chamber therebetween, the gap between the roof support plate 3017 and the upper baffle 3016 defines the thickness of the roof grouting chamber, and the building slurry grouted into the roof grouting chamber is cured to integrate the upper baffle 3016, the roof form frame and the roof support plate 3017; the roof formwork frame is provided with a flow guide hole for building slurry to pass through so that roof grouting chambers between the mutually spliced roof members 301 are mutually communicated.
The roof formwork comprises two outer cross beams (3011 and 3012) and two outer vertical beams (3013 and 3014), wherein the two outer cross beams are respectively a first outer cross beam 3011 and a second outer cross beam 3012, the two outer vertical beams are respectively a first outer vertical beam 3013 and a second outer vertical beam 3014, and the two outer cross beams and the two outer vertical beams are both provided with a plurality of flow guide holes. The roof formwork frame formed by the two outer cross beams and the two outer vertical beams is of a rectangular frame structure.
In order to further improve the strength, an inner vertical beam 3015 arranged parallel to the two outer vertical beams (3013 and 3014) is arranged between the two outer vertical beams, two end portions of the inner vertical beam 3015 are respectively and fixedly connected with the two outer cross beams, the fixed connection adopts a bolt type fixed connection, of course, fixed connection modes such as welding connection and the like can also be adopted, and a plurality of flow guide holes are arranged on the inner vertical beam 3015. The two outer cross beams comprise a web plate and wing plates formed by bending the two sides of the web plate towards the same direction, a plurality of flow guide holes are formed in the web plate, positioning concave parts used for mounting the roof bearing plate 3017 and the upper baffle 3016 are respectively arranged on the wing plates on the two sides of the web plate, the roof bearing plate 3017 and the upper baffle 3016 are supported and mounted on the corresponding positioning concave parts, and the positioning concave parts are formed by roll forming of the wing plates of the outer cross beams. Outer crossbeam all is the U style of calligraphy structure that the edge was closed up to the inboard with outer perpendicular roof beam. A plurality of transverse ribs 1010 parallel to the two outer cross beams are arranged between the two outer cross beams, and two end parts of each transverse rib 1010 are respectively fixedly connected with the two outer vertical beams, and the fixed connection at the position is welded connection.
Roofing carrier plate 3017 is overall structure or mosaic structure, for the convenience of processing and installation in this embodiment, has adopted mosaic structure, also cuts apart roofing carrier plate 3017 into the polylith, its fixed mounting is in the bottom of roofing framed, if roofing carrier plate 3017 also adopts metal material to make, then roofing carrier plate 3017 can the beading on horizontal rib 1010 and outer beam, if roofing carrier plate 3017 is made for non-metal material, then roofing carrier plate 3017 can adopt fastener structure fixed mounting such as buckle structure or bolt on horizontal rib 1010 and outer beam.
Preferably, the upper baffle 3016 is a steel plate mesh, which is fixedly installed on the upper portion of the roof form frame, and the steel plate mesh is a metal mesh formed by drawing after stamping, which has the advantage of low structural cost. In addition, to decorate the roofing system, the outer side of the upper flap 3016 is also mounted with a roof trim, such as shingles, corrugated sheeting, etc., which can conceal the upper flap 3016 and the roof form.
Description of the structure of the floor member 201:
a floor structure 201 as shown in fig. 12, 13 and 14, which is installed between a lower wall 1-1 and an upper wall 1-2 to divide floors; the floor member 201 comprises a floor formwork frame and a floor bearing plate 2016, the floor formwork frame is of a frame structure formed by splicing a plurality of splicing keels, the floor bearing plate 2016 is fixedly installed at the bottom of the floor formwork frame, a floor grouting chamber is formed between the floor bearing plate 2016 and the floor formwork frame, and after poured building slurry is cured, the floor bearing plate 2016 and the floor formwork frame form an integrated structure. The floor member 201 is mounted on top of the lower wall 1-1 by a floor support frame, the middle of which has a cavity for placing the floor member 201, the shape of the cavity is adapted to the shape of the floor member 201 to limit the movement of the floor member 201.
Specifically, the splice keel making up the floor member 201 includes two transverse keels (2011, 2012) and two longitudinal keels (2013, 2014), the two transverse keels (2011, 2012) being a first transverse keel 2011 and a second transverse keel 2012, respectively, and the two longitudinal keels (2013, 2014) being a first longitudinal keel 2013 and a second longitudinal keel 2014, respectively. Wherein the middle position between two vertical keels still is provided with at least one middle part fossil fragments parallel with this vertical keel. In addition, a plurality of connecting ribs 2015 parallel to the transverse keels are arranged between the two transverse keels, the connecting ribs 2015 are connected with the two longitudinal ribs and the middle keel, and the connecting ribs 2015 are arranged in groups, namely, are arranged in pairs to form a group and are respectively positioned at the upper side and the lower side of the longitudinal keels and the connecting ribs 2015. The two longitudinal keels and the two transverse keels are spliced end to form a rectangular frame structure.
Further, after the building slurry is cured, the floor member 201 and the floor support frame form an integrated structure, and the floor support frame and the upper and lower walls 1-1 also form an integrated structure, thereby forming a high-strength building structure system without constructional columns and ring beams. In addition, to cover the floor member 201 and the floor support frame, a floor is required to be installed above the floor member 201, and the floor is generally installed on the floor member 201 in a snap-fit structure.
It should be noted that the construction paste in this embodiment refers to lightweight cement, but in other embodiments, other construction pastes, such as a mixture of conventional cement yellow sand, etc., may be used, or a novel construction paste may be used.
The utility model discloses an assembly type structure when pouring, pours roof system 3 earlier, then pours lower floor's wall body 1-1 and floor system 2 again, pours upper wall body 1-2 at last.
The above description is only for the specific embodiments of the present invention, but the protection scope of the present invention is not limited thereto, and any changes or substitutions that can be easily conceived by those skilled in the art within the technical scope of the present invention should be covered by the protection scope of the present invention. Therefore, the protection scope of the present invention shall be subject to the protection scope of the claims.