CN210562584U - Assembly type building structure - Google Patents
Assembly type building structure Download PDFInfo
- Publication number
- CN210562584U CN210562584U CN201920882195.5U CN201920882195U CN210562584U CN 210562584 U CN210562584 U CN 210562584U CN 201920882195 U CN201920882195 U CN 201920882195U CN 210562584 U CN210562584 U CN 210562584U
- Authority
- CN
- China
- Prior art keywords
- seismic
- ground beam
- supporting plate
- beams
- supporting
- Prior art date
- Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
- Active
Links
Images
Abstract
The utility model discloses an assembly type building structure, include: the wall plate comprises a wall plate shell, two layers of straw plates fixed in the wall plate shell and a heat-insulating filling material filled between the two layers of straw plates, wherein the straw plates are provided with through holes, the outer surface of the wall plate shell is provided with an alkali-resistant mesh cloth, two adjacent wall plates are connected through mutually matched grooves and protruding structures, a sealant is arranged between the grooves and the protruding structures, and the floor system is arranged on the reinforced column beam net rack system; the construction period is short, the wallboard has a simple structure and good heat insulation, and is easy to prepare and install.
Description
Technical Field
The utility model relates to a building engineering technical field especially relates to an assembly type building structure.
Background
The existing buildings are generally constructed by manually building frames and piling walls, and are constructed on construction sites mainly based on manual work, so that a large amount of manual investment is needed, the construction period is long, and the cost is high.
SUMMERY OF THE UTILITY MODEL
In view of the above-mentioned not enough that exists at present, the utility model provides an assembly type structure, construction period is short, wallboard simple structure, and the heat insulating ability is good, and easily preparation and installation.
In order to achieve the above object, the embodiments of the present invention adopt the following technical solutions:
a fabricated building structure comprising: the system comprises a ground beam platform system, a reinforced column beam net rack system, a wallboard system and a floor system;
the ground beam platform system comprises: the floor comprises a ground beam frame, a plurality of first load bearing beams, a plurality of first supporting plates, a first heat-preservation sound-insulation layer, a first floor and a plurality of earthquake-resistant piers; the plurality of first stretcher beams are arranged in the ground beam frame in parallel; at least one first supporting plate is arranged between two adjacent first load bearing beams; the first heat-preservation and sound-insulation layer is arranged above the plurality of first supporting beams and the plurality of first supporting plates; the first floor is arranged above the first heat-preservation and sound-insulation layer; the plurality of anti-seismic piers are arranged below the ground beam frame;
the wallboard system includes: the composite board comprises an inner wall composite board and an outer wall composite board, wherein the inner wall composite board and the outer wall composite board are formed by combining and splicing a plurality of wallboards, each wallboard comprises a wallboard shell, two layers of straw boards fixed in the wallboard shell and a heat-insulating filling material filled between the two layers of straw boards, through holes are formed in the straw boards, an alkali-resistant mesh cloth is arranged on the outer surface of the wallboard shell, two adjacent wallboards are connected through mutually matched grooves and protruding structures, and a sealant is arranged between each groove and the corresponding protruding structure;
the floor system includes: the second supporting beams, the second supporting plates, the gypsum ceiling, the second heat-preservation sound-insulation layer and the second floor; at least one second supporting plate is arranged between two adjacent second load bearing beams; the gypsum ceiling is arranged at the bottom of the second supporting plates; the second heat-preservation and sound-insulation layer is arranged above the plurality of second load bearing beams and the plurality of second supporting plates; the second layer board sets up in the top of first heat preservation puigging.
According to an aspect of the utility model, be equipped with the wire net between straw board and the wallboard shell.
According to an aspect of the utility model, antidetonation mound includes: an anti-seismic arm and a base pier seat; the antidetonation arm includes: the supporting end and the anti-seismic end are connected below the supporting end; the bearing end includes: the device comprises a bearing plane, and a foundation pier column steel bar and a plurality of fixing screws which are arranged above the bearing plane; the anti-seismic arm is connected with the ground beam frame through foundation pier column steel bars and a plurality of fixing screw rods; the anti-seismic end ring is provided with a first anti-seismic annular groove and a second anti-seismic annular groove; the first anti-seismic annular groove is parallel to the second anti-seismic annular groove; the pier base includes: a connecting part and a fixing plate; the connecting part is arranged on the fixed plate; the connecting part is provided with an anti-seismic through hole along the longitudinal direction; the anti-seismic end is inserted into the anti-seismic through hole; two first anti-seismic rubber rollers and two second anti-seismic rubber rollers which are respectively vertical to the two first anti-seismic rubber rollers penetrate through the connecting part along the transverse direction; the two first anti-seismic rubber rollers clamp the anti-seismic ends through the first anti-seismic annular grooves; and the two second anti-seismic rubber rollers clamp the anti-seismic ends through second anti-seismic annular grooves.
According to an aspect of the present invention, the ground beam frame includes: a plurality of side ground beams and at least one middle ground beam; a plurality of side ground beams are vertically connected end to form a first ground beam rectangular frame; the at least one middle ground beam is arranged on the first ground beam rectangular frame along a direction perpendicular to the at least two side ground beams, wherein two ends of each middle ground beam are respectively connected with the two side ground beams or the at least one middle ground beam; at least two second rectangular frames of the ground beam are formed between the at least one middle ground beam and the first rectangular frames of the ground beam; the top end of the side ground beam is provided with a first connecting groove, and one side of the side ground beam, which is close to the rectangular frame of the ground beam, is provided with a first placing convex edge; the top end of the middle ground beam is provided with a second connecting groove, and two sides of the middle ground beam are respectively provided with a second placing convex edge; the foundation pier column steel bars are respectively connected with the side-to-ground beam and the middle-to-ground beam; the fixing screw rods are respectively fixed at the bottoms of the side and middle ground beams.
In accordance with an aspect of the present invention, the first support plate includes: the first supporting plate comprises a first supporting plate main body, a first supporting plate groove, a supporting plate connecting groove and a supporting plate connecting tenon; the first supporting plate groove is arranged at the bottom of the first supporting plate main body; the supporting plate connecting groove and the supporting plate connecting tenon are respectively arranged on two opposite side edges of the first supporting plate main body; two adjacent first supporting plates are connected with the supporting plate tenon through the supporting plate connecting groove.
In accordance with one aspect of the present invention, the first and second thermal and sound insulation layers are foam concrete.
According to an aspect of the utility model, the straw board is formed for kibbling crop straw and adhesive cold pressing.
In accordance with an aspect of the present invention, the passive ventilation system; passive form new trend system includes: a plurality of first vent holes, a plurality of second vent holes, and a plurality of connection pipes; the plurality of first ventilation holes vertically penetrate through the external wall composition board; the second air holes respectively penetrate through the second supporting plates between the two second stretcher beams; each connecting pipe is respectively connected with a first vent hole and a second vent hole.
According to the utility model discloses an aspect, reinforced column roof beam rack system forms through reinforcing bar and concrete placement.
The utility model discloses the advantage of implementing: the method comprises the following steps of quickly mounting a ground beam platform system, a reinforced column beam net rack system, a wallboard system and a floor system on a construction site by adopting an assembly type construction method, wherein an inner wall composite board and an outer wall composite board of the wallboard system form a wall body; a high anti-seismic column beam grid structure can be formed, a large amount of manpower and material resources are saved, the construction period is short, and the anti-seismic pier is arranged to support the whole building, so that the anti-seismic effect is obvious; the inner wall and the outer wall are combined by a plurality of wallboards, and the weight of the wall is light and is one third of that of a brick wall; the wallboard shell is made of cement mortar, a steel wire mesh is arranged in the wallboard shell, and an alkali-resistant mesh is arranged on the surface of the wallboard shell, so that the wallboard is very hard, secondary painting is not needed, the wall surface is not cracked and burnt, ceramic tiles and marble can be directly paved and pasted, and putty and paint can be directly applied; the straw board is used in the wallboard shell, so that the weight is light, and the bearing load of the cement beam column can be reduced; the wallboard preparation process does not need a combustion process, adopts mechanized production and installation, has wide raw material sources, simple construction process, wide human resources, guaranteed construction period and smooth and firm wall surface.
Drawings
In order to more clearly illustrate the technical solutions in the embodiments of the present invention, the drawings needed to be used in the embodiments will be briefly described below, and it is obvious that the drawings in the following description are only some embodiments of the present invention, and it is obvious for those skilled in the art that other drawings can be obtained according to these drawings without creative efforts.
Fig. 1 is a schematic structural view of a prefabricated building structure according to the present invention;
fig. 2 is a schematic structural view of the ground beam platform system according to the present invention;
fig. 3 is a schematic structural view of the anti-seismic pier of the present invention;
fig. 4 is a schematic structural view of the anti-seismic arm of the present invention;
fig. 5 is a schematic structural view of the pier base according to the present invention;
fig. 6 is a cross-sectional view of an anti-seismic pier according to the present invention;
fig. 7 is a schematic structural view of the boundary beam of the present invention;
fig. 8 is a schematic structural view of the center sill according to the present invention;
fig. 9 is a schematic structural diagram of a first supporting plate according to the present invention;
fig. 10 is a schematic structural view of the outer wall composite panel partial wall panel of the present invention;
fig. 11 is a schematic structural diagram of a passive fresh air system according to the present invention;
fig. 12 is a schematic view of the wall panel structure of the present invention.
Detailed Description
The technical solutions in the embodiments of the present invention will be described clearly and completely with reference to the accompanying drawings in the embodiments of the present invention, and it is obvious that the described embodiments are only some embodiments of the present invention, not all embodiments. Based on the embodiments in the present invention, all other embodiments obtained by a person skilled in the art without creative work belong to the protection scope of the present invention.
As shown in fig. 12 to 12, a fabricated building structure includes: a ground beam platform system 100, a steel column beam net rack system 200, a wall panel system 300 and a floor system 400. The floor beam platform system 100 includes a floor beam frame 110, a plurality of first joists 120, a plurality of first supporting plates 130, a first thermal insulation layer 140, a first floor 150, and a plurality of seismic piers 160. The plurality of first load beams 120 are arranged in parallel in the ground beam frame 110, at least one first supporting plate 130 is arranged between two adjacent first load beams 120, the first heat-preservation and sound-insulation layer 140 is arranged above the plurality of first load beams 120 and the plurality of first supporting plates 130, the first floor 150 is arranged above the first heat-preservation and sound-insulation layer 140, and the plurality of anti-seismic piers 160 are arranged below the ground beam frame 110.
The wall panel system 300 includes: the composite wallboard comprises an inner wall composite board 310 and an outer wall composite board 320, wherein the inner wall composite board and the outer wall composite board are formed by combining and splicing a plurality of wallboards 330, each wallboard comprises a wallboard shell 331, two layers of straw boards 332 fixed in the wallboard shell and a heat-insulating filling material 333 filled between the two layers of straw boards, through holes 334 are formed in the straw boards, alkali-resistant mesh cloth 335 is arranged on the outer surface of the wallboard shell, two adjacent wallboards are connected through mutually matched grooves and protruding structures, and sealant is arranged between the grooves and the protruding structures; the inner wall and the outer wall are combined by a plurality of wallboards, and the weight of the wall is light and is one third of that of a brick wall; the wallboard shell is made of cement mortar, a steel wire mesh is arranged in the wallboard shell, and an alkali-resistant mesh is arranged on the surface of the wallboard shell, so that the wallboard is very hard, secondary painting is not needed, the wall surface is not cracked and burnt, ceramic tiles and marble can be directly paved and pasted, and putty and paint can be directly applied; the straw board is used in the wallboard shell, so that the weight is light, and the bearing load of the cement beam column can be reduced; the wallboard preparation process does not need a combustion process, adopts mechanized production and installation, has wide raw material sources, simple construction process, wide manpower resources, guarantee of construction period and smooth and firm wall surface;
the floor system 400 includes a plurality of second supporting beams 410 arranged in parallel, at least one second supporting plate 420 arranged between two adjacent second supporting beams 410, a gypsum ceiling 430 arranged at the bottom of the plurality of second supporting plates 420, a second heat-insulating and sound-insulating layer 440 arranged above the plurality of second supporting beams 410 and the plurality of second supporting plates 420, and a second supporting plate 420 arranged above the first heat-insulating and sound-insulating layer 140. The second stretcher 410 and the second pallet 420 have the same structure as the first stretcher 120 and the first pallet 130, respectively. The first thermal insulation and sound insulation layer 140 and the second thermal insulation and sound insulation layer 440 are made of foam concrete, and the first floor 150 and the second floor 450 are made of concrete, and both of them can be formed by pouring.
The method comprises the following steps of quickly installing a ground beam platform system 100, a reinforced column beam net rack system 200, a wallboard system 300 and a floor system 400 on a construction site by adopting an assembly type construction method, wherein an inner wall composition board 310 and an outer wall composition board 320 of the wallboard system 300 form a wall body; can form a high antidetonation post roof beam spatial grid structure, save a large amount of manpower and materials, the construction period is short, sets up the whole building of antidetonation mound 160 bearing simultaneously, and the antidetonation effect is obvious.
In practical application, a steel wire mesh 336 is arranged between the straw board and the wallboard shell.
In practice, the seismic pier 160 comprises a seismic arm 161 and a base pier seat 162. The anti-seismic arm 161 includes a support end 1611 and an anti-seismic end 1612 connected below the support end 1611. And the bearing end 1611 includes a bearing plane 16111 and a plurality of anchor screws 16113 and a base pier stud reinforcement 16112 disposed above the bearing plane 16111. Seismic arms 161 are connected to the ground beam frame 110 by connecting base pier studs 16112 to the rebar portions on the ground beam frame 110 and drilling a plurality of anchor screws 16113 into the ground beam frame 110. The anti-seismic end 1612 is annularly provided with a first anti-seismic annular groove 16121 and a second anti-seismic annular groove 16122. The first anti-seismic annular groove 16121 is parallel to the second anti-seismic annular groove 16122. Wherein the base pier seat 162 includes a connection portion 1621 and a fixing plate 1622. Connecting portion 1621 sets up on fixed plate 1622, antidetonation through-hole 16211 has been seted up along vertical to connecting portion 1621, antidetonation end 1612 inserts and locates in antidetonation through-hole 16211, connecting portion 1621 goes up along transversely running through have two first antidetonation rubber rollers 16212 and respectively with two first antidetonation rubber rollers 16212 vertically two second resist and shake rubber roller 16213, two first antidetonation rubber rollers 16212 press from both sides tight antidetonation end 1612 through first antidetonation ring channel 16121, two second resist and shake rubber roller 16213 and press from both sides tight antidetonation end 1612 through second antidetonation ring channel 16122. The anti-seismic arms 161 are fixed by the anti-seismic rubber rollers, and impact caused by earthquakes can be effectively buffered. In addition, a base rubber pad 16214 is further arranged at the bottom end of the anti-seismic through hole 16211 to prevent the anti-seismic function of the first anti-seismic rubber roller 16212 and the second anti-seismic rubber roller 16213 from failing, so that the anti-seismic arm 161 directly penetrates through the anti-seismic through hole 16211 to impact the fixing plate 1622 due to the impact of an earthquake, and the damage to the whole building is avoided.
In practical applications, the ground beam frame 110 includes a plurality of side ground beams 111 and at least one middle ground beam 112. The plurality of side floor beams 111 are vertically connected end to form a first floor beam rectangular frame 113. At least one middle ground beam 112 is disposed on the first ground beam rectangular frame 113 along a direction perpendicular to the at least two side ground beams 111, wherein two ends of each middle ground beam 112 are respectively connected to the two side ground beams 111 or the at least one middle ground beam 112. At least two second rectangular frames 114 are formed between the at least one middle ground beam 112 and the first rectangular frame 113. The top end of the middle ground beam 112 is provided with a second connecting slot 1121, and both sides thereof are respectively provided with a second placing convex edge 1122, and the side ground beam 111 is connected with the middle ground beam 112. The side ground beam 111 and the middle ground beam 112 are provided with steel bars penetrating through the main bodies of the side ground beam 111 and the middle ground beam 112, the foundation pier column steel bars 16112 are respectively bound and connected with the side ground beam 111 and the middle ground beam 112 through the steel bars, the connection of the side ground beam 111 and the middle ground beam 112 can be firmer through subsequent concrete pouring, meanwhile, the fixing screw 16113 is respectively fixed at the bottoms of the side ground beam 111 and the middle ground beam 112, and the connection between the anti-seismic arm 161 and the ground beam frame 110 is firmer through the mode. The first and second placing flanges 1112 and 1122 are used for placing the first spreader beam 120, and the first and second connecting grooves 1111 and 1121 are used for pouring the first floor 450 to guide the concrete to the connection between the edge-to-ground beams 111 and the middle-to-ground beam 112.
In practical applications, the first supporting plate 130 includes a first supporting plate main body 131, a first supporting plate groove 132, a supporting plate connecting groove 133 and a supporting plate connecting tongue 134, the first supporting plate groove 132 is disposed at the bottom of the first supporting plate main body 131, the cross section of the first supporting plate groove 132 is semicircular, and the first supporting plate groove 132 can reduce the weight of the first supporting plate 130 and provide a supporting force to stabilize the supporting of the top surface of the first supporting plate 130. The pallet coupling groove 133 and the pallet coupling tongue 134 are respectively disposed at opposite sides of the first pallet body 131, and two adjacent first pallets are connected through the pallet coupling groove 133 and the pallet coupling tongue 134, such that the connection between the adjacent first pallets 130 is more secure.
In practical application, the first heat-preservation sound-insulation layer and the second heat-preservation sound-insulation layer are made of foam concrete.
In practical application, the straw board is formed by cold pressing crushed crop straws and an adhesive.
In practical applications, a passive ventilation system 500 is also included for ventilating buildings. The passive ventilation system 500 includes a plurality of first ventilation holes 510, a plurality of second ventilation holes 520, and a plurality of connection pipes 530. Wherein, the plurality of first ventilation holes 510 vertically penetrate through the exterior wall composition board 320; the second ventilation holes 520 respectively penetrate the second supporting plates 420 between the two second stretcher beams 410. Wherein, a vent cavity is formed between the gypsum ceiling 430 and the upper supporting plate groove of the second supporting plate 420, and the second vent hole 520 is communicated with the vent cavity of the second supporting plate 420 which is spliced adjacently. Each of the connection pipes 530 is connected to a first vent 510 and a second vent 520, respectively. The air current can flow through between the first ventilation hole 510 and the second ventilation hole 520 of intercommunication, can play passive new trend to the building and change the effect, makes indoor environment more comfortable.
In practical application, the reinforced column beam net rack system is formed by pouring reinforced steel bars and concrete.
The utility model discloses the advantage of implementing: the method comprises the following steps of quickly mounting a ground beam platform system, a reinforced column beam net rack system, a wallboard system and a floor system on a construction site by adopting an assembly type construction method, wherein an inner wall composite board and an outer wall composite board of the wallboard system form a wall body; a high anti-seismic column beam grid structure can be formed, a large amount of manpower and material resources are saved, the construction period is short, and the anti-seismic pier is arranged to support the whole building, so that the anti-seismic effect is obvious; the inner wall and the outer wall are combined by a plurality of wallboards, and the weight of the wall is light and is one third of that of a brick wall; the wallboard shell is made of cement mortar, a steel wire mesh is arranged in the wallboard shell, and an alkali-resistant mesh is arranged on the surface of the wallboard shell, so that the wallboard is very hard, secondary painting is not needed, the wall surface is not cracked and burnt, ceramic tiles and marble can be directly paved and pasted, and putty and paint can be directly applied; the straw board is used in the wallboard shell, so that the weight is light, and the bearing load of the cement beam column can be reduced; the wallboard preparation process does not need a combustion process, adopts mechanized production and installation, has wide raw material sources, simple construction process, wide human resources, guaranteed construction period and smooth and firm wall surface.
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 are all 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.
Claims (9)
1. A fabricated building structure, comprising: the system comprises a ground beam platform system, a reinforced column beam net rack system, a wallboard system and a floor system;
the ground beam platform system comprises: the floor comprises a ground beam frame, a plurality of first load bearing beams, a plurality of first supporting plates, a first heat-preservation sound-insulation layer, a first floor and a plurality of earthquake-resistant piers; the plurality of first stretcher beams are arranged in the ground beam frame in parallel; at least one first supporting plate is arranged between two adjacent first load bearing beams; the first heat-preservation and sound-insulation layer is arranged above the plurality of first supporting beams and the plurality of first supporting plates; the first floor is arranged above the first heat-preservation and sound-insulation layer; the plurality of anti-seismic piers are arranged below the ground beam frame;
the wallboard system includes: the composite board comprises an inner wall composite board and an outer wall composite board, wherein the inner wall composite board and the outer wall composite board are formed by combining and splicing a plurality of wallboards, each wallboard comprises a wallboard shell, two layers of straw boards fixed in the wallboard shell and a heat-insulating filling material filled between the two layers of straw boards, through holes are formed in the straw boards, an alkali-resistant mesh cloth is arranged on the outer surface of the wallboard shell, two adjacent wallboards are connected through mutually matched grooves and protruding structures, and a sealant is arranged between each groove and the corresponding protruding structure;
the floor system includes: the second supporting beams, the second supporting plates, the gypsum ceiling, the second heat-preservation sound-insulation layer and the second floor; at least one second supporting plate is arranged between two adjacent second load bearing beams; the gypsum ceiling is arranged at the bottom of the second supporting plates; the second heat-preservation and sound-insulation layer is arranged above the plurality of second load bearing beams and the plurality of second supporting plates; the second layer board sets up in the top of first heat preservation puigging.
2. An assembled building structure as claimed in claim 1, wherein a steel mesh is provided between the straw board and the wall panel shell.
3. The fabricated building structure of claim 1, wherein the seismic pier comprises: an anti-seismic arm and a base pier seat; the antidetonation arm includes: the supporting end and the anti-seismic end are connected below the supporting end; the bearing end includes: the device comprises a bearing plane, and a foundation pier column steel bar and a plurality of fixing screws which are arranged above the bearing plane; the anti-seismic arm is connected with the ground beam frame through foundation pier column steel bars and a plurality of fixing screw rods; the anti-seismic end ring is provided with a first anti-seismic annular groove and a second anti-seismic annular groove; the first anti-seismic annular groove is parallel to the second anti-seismic annular groove; the pier base includes: a connecting part and a fixing plate; the connecting part is arranged on the fixed plate; the connecting part is provided with an anti-seismic through hole along the longitudinal direction; the anti-seismic end is inserted into the anti-seismic through hole; two first anti-seismic rubber rollers and two second anti-seismic rubber rollers which are respectively vertical to the two first anti-seismic rubber rollers penetrate through the connecting part along the transverse direction; the two first anti-seismic rubber rollers clamp the anti-seismic ends through the first anti-seismic annular grooves; and the two second anti-seismic rubber rollers clamp the anti-seismic ends through second anti-seismic annular grooves.
4. The fabricated building structure of claim 1, wherein the ground beam frame comprises: a plurality of side ground beams and at least one middle ground beam; a plurality of side ground beams are vertically connected end to form a first ground beam rectangular frame; the at least one middle ground beam is arranged on the first ground beam rectangular frame along a direction perpendicular to the at least two side ground beams, wherein two ends of each middle ground beam are respectively connected with the two side ground beams or the at least one middle ground beam; at least two second rectangular frames of the ground beam are formed between the at least one middle ground beam and the first rectangular frames of the ground beam; the top end of the side ground beam is provided with a first connecting groove, and one side of the side ground beam, which is close to the rectangular frame of the ground beam, is provided with a first placing convex edge; the top end of the middle ground beam is provided with a second connecting groove, and two sides of the middle ground beam are respectively provided with a second placing convex edge; the foundation pier column steel bars are respectively connected with the side-to-ground beam and the middle-to-ground beam; the fixing screw rods are respectively fixed at the bottoms of the side and middle ground beams.
5. The fabricated building structure of claim 1, wherein the first fascia includes: the first supporting plate comprises a first supporting plate main body, a first supporting plate groove, a supporting plate connecting groove and a supporting plate connecting tenon; the first supporting plate groove is arranged at the bottom of the first supporting plate main body; the supporting plate connecting groove and the supporting plate connecting tenon are respectively arranged on two opposite side edges of the first supporting plate main body; two adjacent first supporting plates are connected with the supporting plate tenon through the supporting plate connecting groove.
6. The fabricated building structure of claim 1, wherein the first and second thermal and acoustical insulation layers are foamed concrete.
7. The assembly building structure of claim 1, wherein the straw board is cold pressed from ground crop straw with a binder.
8. A fabricated building structure according to any one of claims 1 to 7, further comprising a passive ventilation system; passive form new trend system includes: a plurality of first vent holes, a plurality of second vent holes, and a plurality of connection pipes; the plurality of first ventilation holes vertically penetrate through the external wall composition board; the second air holes respectively penetrate through the second supporting plates between the two second stretcher beams; each connecting pipe is respectively connected with a first vent hole and a second vent hole.
9. A fabricated building structure according to claim 8, wherein the rebar column-beam grid system is cast of rebar and concrete.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920882195.5U CN210562584U (en) | 2019-06-13 | 2019-06-13 | Assembly type building structure |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201920882195.5U CN210562584U (en) | 2019-06-13 | 2019-06-13 | Assembly type building structure |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN210562584U true CN210562584U (en) | 2020-05-19 |
Family
ID=70621845
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201920882195.5U Active CN210562584U (en) | 2019-06-13 | 2019-06-13 | Assembly type building structure |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN210562584U (en) |
-
2019
- 2019-06-13 CN CN201920882195.5U patent/CN210562584U/en active Active
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| US8079189B2 (en) | Structure system of concrete building for self-heat insulation | |
| EP2417308B1 (en) | Building and method of constructing a building | |
| US7913469B2 (en) | Concrete load-bearing wall with compound heat-insulating layer | |
| JP5969141B2 (en) | Fully assembled, overall placement complex type housing and its construction method | |
| US20060000171A1 (en) | Concrete foundation wall with a low density core and carbon fiber and steel reinforcement | |
| CN109322392B (en) | Light steel house and construction method thereof | |
| EA007917B1 (en) | Constructing the large-span self-braced buildings of composite load-bearing wall panels and floors | |
| CA3021058A1 (en) | Composite concrete and foam building component | |
| US20130055653A1 (en) | House constructed from finished product components and constructing method thereof | |
| US20170121958A1 (en) | Construction Method to Reinforce Masonry Walls with Wood | |
| US20050262786A1 (en) | Concrete foundation wall with a low density core and carbon fiber and steel reinforcement | |
| KR100830241B1 (en) | Method for hybridizing light-weight composite wall and concrete floor in light-weight composite structure using adapter | |
| US20080289286A1 (en) | Method of constructing foundation substructure and a building | |
| CN210562584U (en) | Assembly type building structure | |
| CN115928909A (en) | Short-limb shear wall assembled light steel combined truss bearing steel wire mesh frame mortar-perlite-polyphenyl composite enclosure wall and manufacturing method thereof | |
| CN115977278A (en) | Assembled light steel combined truss supported steel wire mesh frame mortar-perlite-polyphenyl composite shear wall and manufacturing method thereof | |
| CN104594671A (en) | Fully-assembled main control building for 500kV transformer substation in high-altitude and high-intensity seismic region | |
| CN114922470A (en) | Self-heat-preservation house with prefabricated assembly type structure | |
| CN204456510U (en) | A kind of Anti-seismic body of wall for 500kV transformer station master control building | |
| CN204456995U (en) | High aititude, highlight lines earthquake region 500kV transformer station full assembling master control building | |
| CN112982692A (en) | One-way superimposed sheet joint connecting structure and construction method | |
| EP0940516A1 (en) | A structural panel | |
| CN107740510B (en) | Assembly type filler wall for high-rise building and assembly method | |
| RU94601U1 (en) | BLOCK FORMWORK | |
| AU2014252765B2 (en) | Slab construction |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| GR01 | Patent grant | ||
| GR01 | Patent grant |