CN206570920U - One kind utilizes ALC plates design production assembled architecture - Google Patents
One kind utilizes ALC plates design production assembled architecture Download PDFInfo
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- CN206570920U CN206570920U CN201720259737.4U CN201720259737U CN206570920U CN 206570920 U CN206570920 U CN 206570920U CN 201720259737 U CN201720259737 U CN 201720259737U CN 206570920 U CN206570920 U CN 206570920U
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Abstract
ALC plates design production assembled architecture is utilized the utility model discloses one kind, including at least one Steel Frame Elements, polylith building floor and polylith wallboard, building floor and the wallboard paving is in the Steel Frame Elements, mutual level is spliced and/or overlapped up and down between more than two Steel Frame Elements, and the building floor is ALC plates；The Steel Frame Elements include unit bottom girder, unit post, unit back timber and close rib secondary beam, the unit bottom girder, unit post and unit back timber one solid space framework of formation；The close rib secondary beam is arranged at the unit bottom girder and enclosed in the ground framework being set as, and/or, the close rib secondary beam is arranged at the unit back timber and encloses surface frame frame last week being set as；The close rib secondary beam connects and consolidates the building floor.Its one side overcomes limitations of the ALC in floor application, widens and change the application of ALC plates；On the other hand conventional mode of construction is improved, assembly rate is improved.
Description
Technical field
The utility model is related to the monoblock type building suitable for industrialized production, is set more particularly to one kind using ALC plates
Assembled architecture is produced in family planning.
Background technology
At present, the more use precast rc slab of the wallboard of domestic and international assembled architecture and light steel reinforced concrete wall
Plate, the also referred to as precast rc slab, PC plate.The more use pre-manufactured steel truss bars concrete of Assembled Building roof boarding is folded
Plywood.Also there are more use combined wall board, such as polystyrene foam module EPS sheet in hot-summer and cold-winter area.
But, due to using Reinforced Concrete Materials with cornice sheathing, from great, it is necessary to which larger hanging device, is installed just
Position difficulty is high, and plate forming post-processing difficulty is big, often has construction precision to be unsatisfactory in engineering and causes wallboard not install, or peace
Architectural appearance and function is influenceed to use after dress.The overlapping layers of prefabricated steel truss laminated floor slab is concrete cast-in-situ layer, and technique is more,
Reduce prefabricated rate.On the one hand combined wall board increases thickness of wall body using insulation interlayer, takes construction area；On the other hand press from both sides
There is easily condensation, anti-aging in layer, area beyond Xia Redong is cold uses less.
In the prior art, autoclaved aerated concrete slab, also referred to as ALC plates, are with flyash (or silica sand), cement, lime etc.
For main material, by many aerocrete sheet formings of autoclave curing, it includes treated reinforcing bar.ALC
Plate can be applicable to wall and roof boarding, be a kind of building material of superior performance.
But, because ALC plates are generally batten, single load bearing and compression strength is relatively low, the application in building floor at present
It is also less, it is mainly used in the building enclosure (such as exterior wall, internal partition wall) of building.At present, domestic and international ALC sheet materials install and use master
To be carried out after the completion of building body framework, divide compared with multiple operation, the highly integrated of building industrialization is still not implemented.
In summary, current assembled architecture is more based on the assembling of PC components, by building element (wall, post, beam slab) component
Change and split production, assemble complete by component at the construction field (site), compared to the assembly construction technique of unit integration type, its assembly rate is also
Relatively low, the live duration is also longer.And the building assembled with container-type at present, its architectural composition is relatively simple, it is adaptable to plane
Form is simply built.
Utility model content
In order to overcome above-mentioned technological deficiency, the utility model is provided a kind of designed using ALC plates and produces assembled architecture, its
On the one hand overcome limitations of the ALC in floor application, widen and change the application of ALC plates；On the other hand routine is improved
Mode of construction, improves assembly rate, reduction difficulty of construction and required precision, highly integrated assembled architecture is realized beneficial to production.
In order to solve the above problems, the utility model is achieved by following technical scheme：
Utilization ALC plates design production assembled architecture described in the utility model, including at least one frame unit, polylith are built
Build floor and polylith wallboard, building floor and the wallboard paving is on the frame unit, more than two framework lists
Mutual level is spliced and/or overlapped up and down between member, and the building floor is ALC plates；The frame unit include unit bottom girder,
Unit post, unit back timber and close rib secondary beam, the unit bottom girder, unit post and unit back timber one solid space framework of formation；Institute
State close rib secondary beam and be arranged at the unit bottom girder and enclose in the ground framework being set as, and/or, the close rib secondary beam is arranged at the list
First back timber encloses surface frame frame last week being set as；The close rib secondary beam connects and consolidates the building floor.
Further, the building floor is detachably connected the frame unit.
Further, the building floor inserted connection frame unit, or, the building floor is mated formation formula company
Connect the frame unit.
Further, the wallboard is ALC plates；The wallboard is detachably connected the frame unit.
Further, when the wallboard is as exterior wall, the wallboard fitted outside connects the frame unit；The wallboard is made
During for interior wall, the embedded connection frame unit of wallboard.
Further, it is H profile steel when the unit bottom girder and unit back timber are as side bar；The unit bottom girder and unit
It is straight legs channel-section steel when back timber is as central sill；The central sill correspondence of the frame unit of level splicing is connected, and the straight legs channel-section steel is spelled
Connect to form combination H profile steel.
Further, the unit post of the frame unit of level splicing is connected by split bolt correspondence.
Further, the unit bottom girder of the frame unit overlapped up and down connects with unit back timber by the way that high-strength bolt is corresponding
Connect.
Further, the unit post of the frame unit overlapped up and down is connected by stem correspondence.
Further, the suspension column of the first floor of the utilization ALC plates design production assembled architecture is provided with suspension column backing plate, described
Suspension column backing plate is mutually spliced by suspension column connecting plate, and sets leveling bolt, and the suspension column passes through final grouting pea gravel concreten
It is fixed.
Compared with prior art, the beneficial effects of the utility model are：The utility model uses autoclaved aerated concrete slab,
I.e. ALC plates, possess from heavy and light, the characteristics of easy cutting processing；The assembled wallboard made using ALC plates is easily achieved lifting, side
Just the deep processing after plate forming and partial trim, it is to avoid it is not high and cause walling to waste engineering precision occur, convenient for assembly to apply
Work；In addition, being combined using the light steel superstructure of ALC plates and close rib, and it can be used using the preferable pavement material of toughness as floorboard,
Save using cast-in-place overlapping layers construction technology, play saving water power, improve the effect of assembly rate.
The heat insulation effect that ALC plates have not only had, its λ=0.13 (W/m.k), heat storage coefficient S=2.75W (m.k).When
When ALC plates use rational thickness, the high cold district of thermal requirements can be not only used for, it can also be used to the insulation requirement high summer
The hot winter is cold or hot summer and warm winter region, meets the requirement of China's energy conservation standard.Using ALC plates as wallboard, insulation can not be set up
Insulating sandwich and realize energy conservation object, solve combined wall and take construction area, easily condensation, the problems such as easy aging.
On the one hand it is beneficial to realize the characteristics of industrialization is highly integrated using steel construction；On the other hand, ALC plate energy-saving rings are utilized
The advantage for being easy to construction is protected, production unit assembled architecture is combined with ALC using steel construction.
Unit assembled building is divided using modulus or function, first divides building by layer, and then every layer again according to mould
Number or function, which draw proposed building, does some units, and last each unit is whole by certain node interconnection technique formation building
Body, its assembling degree is high.
Brief description of the drawings
Embodiment of the present utility model is described in further detail below in conjunction with the accompanying drawings, wherein：
Fig. 1 is structural representation of the present utility model.
Fig. 2 is the structural representation of frame unit of the present utility model.
Fig. 3 a are the schematic diagrames that the utility model installs building floor with formula of mating formation.
Fig. 3 b are the utility model with the schematic diagram of inserted installation building floor.
Fig. 4 a are the schematic diagrames that the utility model installs exterior wall wallboard.
Fig. 4 b are the schematic diagrames that the utility model installs interior wall wallboard.
The structural representation that beam body is connected when Fig. 5 a are frame unit level connection joints of the present utility model, this figure is three-dimensional
Figure.
The structural representation that beam body is connected when Fig. 5 b are frame unit level connection joints of the present utility model, this figure is main view
Figure.
The structural representation that beam body is connected when Fig. 5 c are frame unit level connection joints of the present utility model, this figure is left view
Figure.
The structural representation that unit post is connected when Fig. 6 a are frame unit level connection joints of the present utility model, this figure is main view
Figure.
The structural representation that unit post is connected when Fig. 6 b are frame unit level connection joints of the present utility model, this figure is three-dimensional
Figure.
The structural representation that unit post is connected when Fig. 6 c are frame unit level connection joints of the present utility model, this figure is to overlook
Figure.
Fig. 7 a are the structural representations of beam body connection when being overlapped above and below frame unit of the present utility model, and this figure is three-dimensional
Figure.
Fig. 7 b are the structural representations of beam body connection when being overlapped above and below frame unit of the present utility model, and this figure is main view
Figure.
Fig. 7 c are the structural representations of beam body connection when being overlapped above and below frame unit of the present utility model, and this figure is left view
Figure.
Fig. 8 a are the structural representations of unit post connection when being overlapped above and below frame unit of the present utility model.
Fig. 8 b are the structural representations of unit post connection when being overlapped above and below frame unit of the present utility model, and this figure is to overlook
Figure.
Fig. 8 c are the dismounting figures of unit post connection when being overlapped above and below frame unit of the present utility model.
Fig. 9 a are the structural representations of suspension column of the present utility model.
Fig. 9 b are the structural representations of toe portion of the present utility model.
Fig. 9 c are another structural representations of toe portion of the present utility model.
In figure：
1- unit posts；
21- unit bottom girders, 22- unit back timbers, the close rib secondary beams of 23-；
31- wallboards；32- building floors；
41- high-strength bolts；
42- split bolts；
43- puts more energy into backing plate；
5- stems；
61- suspension column connecting plates；62- suspension column backing plates；
7- leveling bolts；
8- final grouting pea gravel concretens；
9- gib headed bolts.
Embodiment
Preferred embodiment of the present utility model is illustrated below in conjunction with accompanying drawing, it will be appreciated that described herein excellent
Select embodiment to be merely to illustrate and explain the utility model, be not used to limit the utility model.
As depicted in figs. 1 and 2, utilization ALC plates design production assembled architecture described in the utility model, including at least one
Individual frame unit, polylith building floor 32 and polylith wallboard 31, the building floor 32 and the paving of wallboard 31 are in the framework list
In member, mutually splice between more than two frame units, the building floor 32 and wallboard 31 are ALC plates.The utility model
Frame unit is divided into, is completed after the wallboard 31 of each frame unit and the integrated installation of building floor 32, is transported to using ALC plates
On-site consolidation is into functional architecture.This assembly mode degree of integrationization is high, is largely operated in workshop completion, improves assembling
Rate, shortens the live construction period.
Specifically, the frame unit is the Steel Frame Elements built using steel, and it includes many root unit bottom girders 21, many
Root unit post 1, many root unit back timbers 22 and the close rib secondary beams 23 of Duo Gen.Unit bottom girder 21, which encloses, is set as ground framework, unit back timber 22
Enclose and be set as surface frame frame last week, the vertical connection unit bottom girder 21 in bottom of unit post 1, the vertical connection unit top in top of unit post 1
Beam 22, unit bottom girder 21, unit post 1 and unit back timber 22 are collectively forming a solid space steel bar framework.Close rib secondary beam 23 is set
Enclosed in unit bottom girder 21 in the ground framework being set as, and/or, close rib secondary beam 23 is arranged at unit back timber 22 and encloses the upper side face being set as
Framework.Close rib secondary beam 23 consolidates beam as ALC plates.
As shown in Figure 3 a, building floor 32 is connected with Steel Frame Elements using formula of mating formation, i.e. building floor 32 is applied in list
First bottom girder 21 is enclosed on the ground framework being set as, also, building floor 32 connects ground framework by easy-disassembling-assembling gib headed bolt 9
Unit bottom girder 21 and close rib secondary beam 23；Building floor 32 is applied encloses the last week being set as on surface frame frame in unit back timber 22, also,
Building floor 32 connects the unit back timber 22 and close rib secondary beam 23 of surface frame frame last week by gib headed bolt 9.The building floor 32
For ALC plates.
As shown in Figure 3 b, building floor 32 uses inserted connection with Steel Frame Elements, i.e. the embedded unit of building floor 32
Bottom girder 21 is enclosed in the ground framework being set as, also, building floor 32 connects ground framework by easy-disassembling-assembling gib headed bolt 9
Unit bottom girder 21 and close rib secondary beam 23；The embedded unit back timber 22 of building floor 32 encloses the last week being set as in surface frame frame, also, building
Floor 32 connects the unit back timber 22 and close rib secondary beam 23 of surface frame frame last week by gib headed bolt 9.The building floor 32 is ALC
Plate.
Above two building floor 32 and the connected mode of Steel Frame Elements, by setting up close in the centre of Steel Frame Elements
Rib secondary beam 23, so as to adjust the close spacing of rib secondary beam 23, can overcome ALC plates anti-bending strength less than the plate of ordinary reinforced concrete 8 not
Foot.
As shown in fig. 4 a, when wallboard 31 is as exterior wall, wallboard 31 is connected with Steel Frame Elements using fitted outside, i.e. wallboard
31 applications are on the side in Steel Frame Elements, also, wallboard 31 passes through the connection unit bottom girder 21 of gib headed bolt 9 and unit back timber
22.The wallboard 31 is ALC plates.ALC plates fitted outside is connected, effectively parcel steel and convenient installation, and the anti-corrosion to steel construction is resistance to
Long performance is improved effect.
As shown in Figure 4 b, when wallboard 31 is as interior wall, wallboard 31 uses embedded connection with Steel Frame Elements, i.e. wallboard
In the side of 31 insertion Steel Frame Elements.The wallboard 31 is ALC plates.The embedded connection of ALC plates, in two neighboring steel frame list
Member stitching portion interior wall only must wherein side Steel Frame Elements install ALC plates.
High-performance ALC plates are combined with the beam body of Steel Frame Elements using gib headed bolt 9.The beam body of Steel Frame Elements can be adopted
With the form such as H profile steel and straight legs channel-section steel, beneficial to the fastening of gib headed bolt 9, realize that girder steel is combined.
Wherein, the Steel Frame Elements are built by splicing with other Steel Frame Elements levels and being built up assembled up and down
Build, the unit bottom girder 21 and unit back timber 22 on the face that Steel Frame Elements are mutually spliced are central sill, central sill is straight legs channel-section steel, steel framework
Frame unit is not side bar with the unit bottom girder 21 and unit back timber 22 on the face of other Steel Frame Elements splicing, and side bar is H profile steel.
The unit post 1 of the Steel Frame Elements is rectangular steel tube or rectangular steel pipe.Close rib secondary beam 23 uses H profile steel.
As shown in Fig. 5 a, Fig. 5 b and Fig. 5 c, the central sill correspondence of the Steel Frame Elements of two neighboring level splicing is connected, i.e.
Two straight legs channel-section steels are spliced to form combination H profile steel, are connected by high-strength bolt 41 and fixed.In other embodiments, it can also use
The modes such as blind bolt, prestressing force stirrup are realized.
As shown in Fig. 6 a, Fig. 6 b and Fig. 6 c, the correspondence of unit post 1 of the Steel Frame Elements of two neighboring level splicing is connected,
Two unit posts 1 are connected and fixed by split bolt 42.In other embodiments, blind bolt, prestressing force stirrup can also be used
Realized etc. mode.
As shown in Fig. 7 a, Fig. 7 b and Fig. 7 c, the unit bottom girder 21 and unit back timber of the Steel Frame Elements of about two overlappings
22 correspondence connections, are connected and fixed by high-strength bolt 41, form composite beam.It is tight when that can not be closed between bilevel fine strain of millet body
Can be using the enhancing fastening effect of backing plate 43 of putting more energy into during patch.
As shown in Fig. 8 a, Fig. 8 b and Fig. 8 c, the correspondence of unit post 1 of the Steel Frame Elements of about two overlappings is connected, and is passed through
Stem 5 is connected and fixed, specifically, two root unit posts 1 correspondence is connected up and down, stem 5 be built in above and below two root unit posts 1 company
Place is met, one group of split bolt 42 fixes the relative position of unit post 1 and stem 5 above, and another group of split bolt
42 fix the relative position of underlying unit post 1 and the stem 5, thus by up and down two root unit posts 1 relative position
Put fixation.
As shown in Fig. 9 a, Fig. 9 b and Fig. 9 c, the assembled architecture is connected using levelling joint suspension column with basis, described
The lower end of the unit post 1 of the Steel Frame Elements of the first floor of assembled architecture is the suspension column of the first floor of the assembled architecture, described
Suspension column mutually splices, and is connected suspension column backing plate 62 with suspension column connecting plate 61 between suspension column；Ensure steel framework by adjusting leveling bolt 7
Frame unit horizontal；The installation of Steel Frame Elements is fixed by final grouting pea gravel concreten 8.
Utilization ALC plates design described in the utility model, which produces assembled architecture operation principle, is：
The wallboard 31 of each Steel Frame Elements and the integrated installation of building floor 32 are completed using ALC plates and part is fitted up
Afterwards, building unit is formed, the integrated construction of building unit is completed in factory floor, and integrated unit is transported to scene after completing
Complete building is formed after assembly, the process for carrying out node connection and joint treatment.The mode of construction degree of integration is high, factory industry
Change degree is high, and field operation is few, and the construction period is short, is a kind of more advanced and environmentally friendly mode of construction.
1st, building entirety is split into by some building units according to the flat facade form of proposed building first, unit is split
When note the continuity and beam wall alignment thereof of vertical member.
2nd, the building unit main body frame split uses steel construction, and the component assembly of Steel Frame Elements is completed in workshop.Steel
Post in frame unit uses square steel tube or rectangular conduit, facilitates the level connection joint of each unit studding.The beam palpus of Steel Frame Elements
Take various forms, H profile steel can be used when unit bottom girder 21 and unit back timber 22 make side bar in monolithic architecture；When unit bottom
Beam 21 and unit back timber 22 use straight legs channel-section steel, the convenient straight legs with adjacent Steel Frame Elements when being intermediate beam in monolithic architecture
Steel channel beam connects to form combination H profile steel.Appropriate close rib secondary beam 23 must be set in the middle of Steel Frame Elements according to span, it is ensured that ALC plates
There is enough rigidity.First floor Steel Frame Elements should set suspension column, facilitate Steel Frame Elements in-site installation.
3rd, after Steel Frame Elements are completed, ALC plates are installed according to building demand, and reserve corresponding hole.Steel frame list
ALC plates are mated formation or inlayed in first bottom as building floor 32, such as Fig. 1, Fig. 3 a and Fig. 3 b；Do same during roof boarding in Steel Frame Elements top
Can be using mating formation or inserted installations ALC plates, can directly hollow out or installation furred ceiling, furred ceiling and upper strata when it does not do building function
Pipeline can be walked between Steel Frame Elements bottom plate.When Steel Frame Elements side is as external wall, side ALC wallboards 31 use exterior
Method is installed, such as Fig. 4 a；When Steel Frame Elements side is as inner wall of building, ALC plates, such as Fig. 4 b are installed using exterior method.ALC plates are pacified
Rear progress and installation and the necessary finishing of other accessory structures are installed into, that is, realizes the integrated construction of building unit.
4th, the complete Assembling that can be transported to of the integrated production of building unit is into functional architecture.The building unit of the first floor is attached to
Close important, its horizontality and joint gap influence the installation of follow-up building unit.The pin of building unit post 1 of the first floor and basis
Connected using pre-embedded bolt, leveling bolt 7 is housed on pre-embedded bolt, bolt is arranged between the foot pad plate of unit post 1 and basis, led to
Overregulate leveling bolt 7 to ensure after building unit level, the final grouting pea gravel concreten 8 between backing plate and basis.It is adjacent to build
The suspension column connection built between unit is connected using suspension column connecting plate 61, makes heel foundation formation joint overall, such as Fig. 9 a.
6th, building site erection sequence is used from centre to both sides, the principle on upper strata after first bottom.
In same building floor, it is mainly level connection joint between building unit, includes the level connection joint and the level of post of beam
Connection.The level connection joint of beam occurs mainly in unit bottom girder 21 and unit back timber 22 as the component of building intermediate beam, these beams
Using straight legs channel-section steel, combination H profile steel is formed by the fastening of high-strength bolt 41 between straight legs channel-section steel, makes the beam of adjacent building unit
Coaction, such as Fig. 5 a.The level connection joint of post is fastened using split bolt 42, makes the post coaction of adjacent building unit,
Realize the globality of building, such as Fig. 6 a.
Building unit connection between different layers up and down is vertical connection, includes the unit bottom girder of the building unit on upper strata
21 with the connection and the connection of upper strata post and lower floor's post of the unit back timber 22 of the building unit of lower floor.Beam connects through high-strength spiral shell
Bolt 41 and backing plate 43 of putting more energy into realize, such as Fig. 7 c.Post connect through stem 5 and split bolt 42 is realized, such as Fig. 8 a.
Monolithic architecture is completed by above step to install, building work(can be met by finally carrying out joint treatment and local correction
It can use, realize and utilize ALC plates design production assembled architecture.
In other embodiments, Steel Frame Elements can be replaced wooden wooden frame unit, or light-duty steel light section
Frame unit.
In other embodiments, the connected mode of ALC plates and beam body can be U-shaped card method, slide S plates method, fix crab-bolt
Method or dog hook bolt method.
In other embodiments, the change of Steel Frame Elements structural arrangement form, such as increases and decreases close rib secondary beam 23, unit post 1
Use other shaped steel, or adding unit support instead.
It should be noted that the straight legs channel-section steel, also referred to as square pin channel-section steel, abbreviation PFC, i.e. parallel flange
Channel, the utility model can be using conventional channel-section steel, but uses PFC better.
The other structures of production assembled architecture are designed referring to prior art using ALC plates described in the present embodiment.
It is described above, only it is preferred embodiment of the present utility model, not makees any formal to the utility model
Limitation, it is therefore every without departing from technical solutions of the utility model content, implement according to technical spirit of the present utility model to more than
Example any modification, equivalent variations and the modification made, in the range of still falling within technical solutions of the utility model.
Claims (10)
1. one kind utilizes ALC plates design production assembled architecture, it is characterised in that：Built including at least one frame unit, polylith
Build floor and polylith wallboard, building floor and the wallboard paving is on the frame unit, more than two framework lists
Mutual level is spliced and/or overlapped up and down between member, and the building floor is ALC plates；The frame unit include unit bottom girder,
Unit post, unit back timber and close rib secondary beam, the unit bottom girder, unit post and unit back timber one solid space framework of formation；Institute
State close rib secondary beam and be arranged at the unit bottom girder and enclose in the ground framework being set as, and/or, the close rib secondary beam is arranged at the list
First back timber encloses surface frame frame last week being set as；The close rib secondary beam connects and consolidates the building floor.
2. ALC plates design production assembled architecture is utilized according to claim 1, it is characterised in that：The building floor can
The dismounting connection frame unit.
3. ALC plates design production assembled architecture is utilized according to claim 2, it is characterised in that：The building floor edge
Embedded connects the frame unit, or, building floor formula of mating formation connects the frame unit.
4. ALC plates design production assembled architecture is utilized according to claim 3, it is characterised in that：The wallboard is ALC
Plate；The wallboard is detachably connected the frame unit.
5. ALC plates design production assembled architecture is utilized according to claim 4, it is characterised in that：The wallboard is as outer
During wall, the wallboard fitted outside connects the frame unit；When the wallboard is as interior wall, described in the embedded connection of wallboard
Frame unit.
6. ALC plates design production assembled architecture is utilized according to claim 5, it is characterised in that：The unit bottom girder and
It is H profile steel when unit back timber is as side bar；It is straight legs channel-section steel when the unit bottom girder and unit back timber are as central sill；Level is spelled
The central sill correspondence of the frame unit connect is connected, and the straight legs channel-section steel is spliced to form combination H profile steel.
7. ALC plates design production assembled architecture is utilized according to claim 6, it is characterised in that：It is described that level is spliced
The unit post of frame unit is connected by split bolt correspondence.
8. ALC plates design production assembled architecture is utilized according to claim 7, it is characterised in that：What is overlapped up and down is described
The unit bottom girder of frame unit is connected with unit back timber by the way that high-strength bolt is corresponding.
9. ALC plates design production assembled architecture is utilized according to claim 8, it is characterised in that：What is overlapped up and down is described
The unit post of frame unit is connected by stem correspondence.
10. ALC plates design production assembled architecture is utilized according to claim 9, it is characterised in that：The utilization ALC plates
The suspension column of the first floor of design production assembled architecture is provided with suspension column backing plate, and the suspension column backing plate is mutually spelled by suspension column connecting plate
Connect, and leveling bolt is set, the suspension column is fixed by final grouting pea gravel concreten.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201720259737.4U CN206570920U (en) | 2017-03-16 | 2017-03-16 | One kind utilizes ALC plates design production assembled architecture |
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|---|---|---|---|
| CN201720259737.4U CN206570920U (en) | 2017-03-16 | 2017-03-16 | One kind utilizes ALC plates design production assembled architecture |
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Cited By (7)
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| CN109707048A (en) * | 2019-02-21 | 2019-05-03 | 四川建安装配式工程科技股份有限公司 | Cellular building module and assembled architecture main structure |
| CN109826320A (en) * | 2019-02-20 | 2019-05-31 | 重庆建筑工程职业学院 | Assembled architecture wall |
| WO2019137508A1 (en) * | 2018-01-12 | 2019-07-18 | 赵志平 | Environment-friendly and sustainable full-module prefabricated building system and construction method |
| CN112323967A (en) * | 2020-11-27 | 2021-02-05 | 湖南省第五工程有限公司 | Light and anti-seismic fabricated passive house and construction method |
| CN112930425A (en) * | 2018-08-07 | 2021-06-08 | 约翰·克莱门特·普雷斯顿 | Method for erecting multi-layer structure and vertical surface |
| CN113833112A (en) * | 2021-09-23 | 2021-12-24 | 浙江普天集成房屋有限公司 | Steel frame-shear force wallboard integrated configuration system |
| CN113882529A (en) * | 2021-11-02 | 2022-01-04 | 安徽辉隆集团辉铝新材料科技有限公司 | Assembly type kiosk and assembly method |
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| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| WO2019137508A1 (en) * | 2018-01-12 | 2019-07-18 | 赵志平 | Environment-friendly and sustainable full-module prefabricated building system and construction method |
| CN112930425A (en) * | 2018-08-07 | 2021-06-08 | 约翰·克莱门特·普雷斯顿 | Method for erecting multi-layer structure and vertical surface |
| CN109826320A (en) * | 2019-02-20 | 2019-05-31 | 重庆建筑工程职业学院 | Assembled architecture wall |
| CN109707048A (en) * | 2019-02-21 | 2019-05-03 | 四川建安装配式工程科技股份有限公司 | Cellular building module and assembled architecture main structure |
| CN112323967A (en) * | 2020-11-27 | 2021-02-05 | 湖南省第五工程有限公司 | Light and anti-seismic fabricated passive house and construction method |
| CN113833112A (en) * | 2021-09-23 | 2021-12-24 | 浙江普天集成房屋有限公司 | Steel frame-shear force wallboard integrated configuration system |
| CN113882529A (en) * | 2021-11-02 | 2022-01-04 | 安徽辉隆集团辉铝新材料科技有限公司 | Assembly type kiosk and assembly method |
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