CN205712705U - The assembled cell cube of a kind of ALC external wall - Google Patents
The assembled cell cube of a kind of ALC external wall Download PDFInfo
- Publication number
- CN205712705U CN205712705U CN201620391885.7U CN201620391885U CN205712705U CN 205712705 U CN205712705 U CN 205712705U CN 201620391885 U CN201620391885 U CN 201620391885U CN 205712705 U CN205712705 U CN 205712705U
- Authority
- CN
- China
- Prior art keywords
- air entrained
- entrained concrete
- cell cube
- external wall
- assembled cell
- 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.)
- Withdrawn - After Issue
Links
Landscapes
- Building Environments (AREA)
Abstract
This application discloses the assembled cell cube of a kind of ALC external wall, it includes some blocks of air entrained concrete battens, elongated angle steel keel and construction keel；It is all preset with self-resetting swinging damping in air entrained concrete batten and connect node and coating steel pipe；The perps setting width is all reserved between every two blocks of air entrained concrete battens；The L-shaped setting of elongated angle steel keel, and it is horizontally installed on the two ends up and down connecting the air entrained concrete batten being sequentially connected with；Construction keel are cross setting, and the self-resetting swinging damping being connected in diagonal in two blocks of air entrained concrete battens of outermost of being sequentially connected with connects on node.The application uses preassembling technology, completes the assembled work of polylith ALC external wall in the factory and forms cell cube.The composition of cell cube can be individually designed according to the feature of engineering wall surface, and generally 48 blocks sheet materials combine, and comprise window hole.Cell cube can be directly mounted in agent structure, and efficiency of construction is high.
Description
Technical field
The utility model belongs to building field, is specifically related to the assembled cell cube of a kind of ALC external wall.
Background technology
Existing ALC external wall installation method is that monolithic is installed, and one piece of wallboard thickness is 300mm, and width is 600mm, and length is generally about 3000mm, and monolithic panel weight is about about 300-350 kilogram.Monolithic installation process needs use electric hoist, the aid such as handcart and support jig；Its efficiency of construction is relatively low, and under the form of current manual's cost escalation, monolithic mounting technique is relatively costly；And construction quality is difficult to ensure, construction site condition is complicated, and construction environment is not good, easily causes installation deviation and sheet material damages.
Utility model content
For problems of the prior art, the purpose of this utility model is to provide a kind of ALC external wall assembled cell cube, this assembly cell cube uses preassembling technology, completes the assembled work of polylith ALC external wall in the factory and forms cell cube.The composition of cell cube can be individually designed according to the feature of engineering wall surface, and generally 4-8 block sheet material combines, and comprises window hole.Cell cube can be directly mounted in agent structure, and efficiency of construction is high.
For achieving the above object, the utility model is by the following technical solutions:
The assembled cell cube of a kind of ALC external wall, described assembled cell cube includes some blocks of air entrained concrete battens, elongated angle steel keel and construction keel；Wherein, it is all preset with self-resetting swinging damping in each block of described air entrained concrete batten and connect node and coating steel pipe；Some blocks of described air entrained concrete battens are sequentially connected with, and all reserve the perps setting width between every two blocks of air entrained concrete battens；The L-shaped setting of described elongated angle steel keel, and it is horizontally installed on the two ends up and down connecting the air entrained concrete batten being sequentially connected with, it is connected the fixing connection of node with the self-resetting swinging damping in air entrained concrete batten；Described construction keel are cross setting, and the described self-resetting swinging damping being connected in diagonal in two blocks of air entrained concrete battens of outermost of being sequentially connected with connects on node.
Further, the width of described perps is 10mm, uses polyurathamc to tamp in perps, uses PE rod and PU-986 polyurethane sealant to close, use fire-resistant joint filler to fill out 50mm deep inside air entrained concrete batten outside air entrained concrete batten.
Further, two pieces of described air entrained concrete batten outer side edges middle positions of described assembled cell cube both sides are provided with the foaming airtight bar of neoprene, and use nylon crab-bolt to fix.
Further, described elongated angle steel keel one end of " L " type is connected the fixing connection of node with the self-resetting swinging damping in air entrained concrete batten；The other end is connected with major structure of construction.
Further, described self-resetting swinging damping connects node and includes built-in fitting and fastener, and described built-in fitting includes steel plate and reinforcing bar, and being shaped as of fastener is U-shaped；" keyhole shape " slotted hole is had on described steel plate, the termination of described reinforcing bar is with crotch, described steel plate uses the mode of welding be connected and be embedded among described air entrained concrete batten in advance with reinforcing bar, and described fastener covers on " keyhole shape " slotted hole with reinforcing bar homonymy steel plate.
Further, described elongated angle steel keel are connected node fixed connection place and have the slotted hole perpendicular with " keyhole shape " slotted hole on described steel plate with the self-resetting swinging damping in air entrained concrete batten.
Further, described assembled cell cube includes 4-8 block air entrained concrete batten.
Further, the two ends up and down in described air entrained concrete batten respectively arrange a coating steel pipe.
The utility model has a following Advantageous Effects:
The application uses preassembling technology, completes the assembled work of polylith ALC external wall in the factory and forms cell cube.The composition of cell cube can be individually designed according to the feature of engineering wall surface, and generally 4-8 block sheet material combines, and comprises window hole.Cell cube can be directly mounted in agent structure, and efficiency of construction is high.
Brief description
Fig. 1 is the structural representation of the assembled cell cube of ALC external wall of the application；
Fig. 2 is the sectional view in a-a face in Fig. 1；
Fig. 3 is the sectional view in b-b face in Fig. 1；
Fig. 4 is the sectional view in c-c face in Fig. 1；
Fig. 5 is to be embedded with self-resetting swinging damping to connect the sectional view that the air entrained concrete batten of node is connected with major structure of construction；
Fig. 6 is the annexation schematic diagram between the assembled cell cube of ALC external wall of the application；
Fig. 7 be the application the assembled cell cube of ALC external wall in annexation schematic diagram between air entrained concrete batten.
Detailed description of the invention
Below, with reference to accompanying drawing, the utility model is more fully illustrated, shown in the drawings of exemplary embodiment of the present utility model.But, the utility model can be presented as multiple multi-form, is not construed as the exemplary embodiment being confined to describe here.And it is to provide these embodiments, so that the utility model is fully and completely, and scope of the present utility model is fully conveyed to those of ordinary skill in the art.
For ease of explanation, here can use " on ", the space relative terms such as D score " left " " right ", be used for an element shown in explanatory diagram or the feature relation relative to another element or feature.It should be understood that in addition to the orientation shown in figure, spatial terminology is intended to include device different azimuth in use or operation.For example, if the device in figure is squeezed, be stated as being positioned at the element of other elements or feature D score will be located into other elements or feature " on ".Therefore, exemplary term D score can comprise upper and lower both orientation.Device can otherwise position (90-degree rotation or be positioned at other orientation), relatively illustrates used herein of space correspondingly to explain.
As Figure 1-4, this application provides the assembled cell cube of a kind of ALC external wall, described assembled cell cube includes some blocks of air entrained concrete battens the 1st, elongated angle steel keel 2 and construction keel 5；Wherein, it is all preset with self-resetting swinging damping in each block of described air entrained concrete batten 1 and connect node 3 and coating steel pipe 4；Some blocks of described air entrained concrete battens 1 are sequentially connected with, and all reserve the perps setting width between every two blocks of air entrained concrete battens；The L-shaped setting of described elongated angle steel keel 2, and it is horizontally installed on the two ends up and down connecting the air entrained concrete batten 1 being sequentially connected with, it is connected the fixing connection of node 3 with the self-resetting swinging damping in air entrained concrete batten 1；Described construction keel 5 are in cross setting, and the described self-resetting swinging damping being connected in diagonal in two blocks of air entrained concrete battens of outermost of being sequentially connected with connects on node.
As shown in Figure 7, the width of perps all pre-between air entrained concrete batten is 10mm, using in perps polyurathamc to tamp, outside air entrained concrete batten, 13 employing PE rods and PU-986 polyurethane sealant 14 are closed, and inside air entrained concrete batten, 15 to use fire-resistant joint filler 16 to fill out 50mm deep.
As shown in Figure 6, two pieces of described air entrained concrete batten outer side edges middle positions of assembled cell cube both sides are provided with the foaming airtight bar of neoprene 12, and use nylon crab-bolt to fix.15mm perps is stayed, it is ensured that between cell cube, have enough deformation spaces, it is to avoid the crack causing due to temperature action between two unit bodies of wall.Aliging the airtight bar of foaming neoprene 12 placed in the middle, it is ensured that obturation effect, outside air entrained concrete batten, 13 employing PE rods and PU-986 polyurethane sealant 14 are closed, and inside air entrained concrete batten, 15 to use fire-resistant joint filler 16 to fill out 50mm deep.
Polyurathamc is elastic heat preserving material, is used between perps and can ensure that can wave rubbing between sheet material discharges seismic force.But polyurathamc is in the case that exposure chamber is outer, and durability is not good, therefore use PE rod and PU-986 polyurethane sealant to close, stop steam and ultraviolet, improve the durability of internal polyurathamc.
As it is shown in figure 5, described elongated angle steel keel 2 one end of " L " type is connected with the self-resetting swinging damping in air entrained concrete batten 1, node 3 is fixing to be connected；The other end is connected with major structure of construction 11.Wherein, self-resetting swinging damping connects node 3 and includes built-in fitting and fastener 10, and described built-in fitting includes steel plate 9 and reinforcing bar 8, and being shaped as of fastener 10 is U-shaped；" keyhole shape " slotted hole is had on described steel plate 9, the termination of described reinforcing bar 8 is with crotch, described steel plate 9 uses the mode of welding be connected and be embedded among described air entrained concrete batten 1 in advance with reinforcing bar 8, and described fastener 10 covers on " keyhole shape " slotted hole with reinforcing bar 8 homonymy steel plate 9.
Elongated angle steel keel 2 are connected node 3 fixed connection place and have the slotted hole perpendicular with " keyhole shape " slotted hole on described steel plate with the self-resetting swinging damping in air entrained concrete batten 1.
The operation principle that the self-resetting swinging damping of the application connects node 3 is as follows:
The steel plate 9 of slotted hole will be had and end is welded with the reinforcing bar 8 of crotch, by fastener 10 with the slotted hole of reinforcing bar 8 the same side on and weld, ensure that slotted hole is one side closed, before the non-steam pressure of steam-pressing aero-concrete Side fascia is molded, built-in fitting is placed on appointment position, and by the reinforcing bar 8 with crotch of built-in fitting and the reinforcement welding in wallboard, after wall board forming has intensity, built-in fitting and steam-pressing aero-concrete Side fascia form entirety, thus form the steam-pressing aero-concrete Side fascia with built-in fitting.It is available for connecting bolt Bidirectional slide owing to this structure comprises two orthogonal slotted holes, the seismic force release at node can be will be transmitted to, it is ensured that connect joints less, reduce the destructiveness of node；When agent structure deformation is bigger, steam-pressing aero-concrete batten will not be by the too much constrained of node, jointly can wave with agent structure, and by plate stitch between friction can significantly improve the damping ratio of structure, it is ensured that its play under earthquake of setting up defences damping power consumption effect and will not heavy damage.This reasonable in design, simple in construction, mounting process is simple；This structure effectively solves the difficult problem being easily damaged at steam-pressing aero-concrete Side fascia node, it is achieved that body of wall wave connection, the damping energy-dissipating property of agent structure is improved significantly.
Preferably, described assembled cell cube includes 4-8 block air entrained concrete batten.Using diameter 10mm grade III steel muscle to pass through embedded steel tube between 4-8 block air entrained concrete batten, two ends are fixed by fixing nut 7, and fixing nut 7 fixed position is provided with backing plate 6.By rotary fixing screw mother 7, pretightning force is applied to air entrained concrete batten, makes to hold out against between air entrained concrete batten.
In order to make the connection between air entrained concrete batten more firm, the two ends up and down in air entrained concrete batten respectively arrange a coating steel pipe.
The application uses angle of the crossing bracing members to form construction keel, and is connected with air entrained concrete batten embedded part bolt, it is ensured that will not deform during transporting and hoisting and cause damaging, and after installing, construction keel can be removed, and does not affect building function.
Monolithic air entrained concrete batten is connected as cell cube by steel joist and steel tie by the utility model, and node uses self-resetting swinging damping to connect node, it is achieved wave Bidirectional slide, reduces earthquake.Whole assembling process is carried out in the factory, and construction environment is stable, and construction quality is secure.Cell cube transport directly lifts to job site, and efficiency of construction significantly improves.
Described above simply to illustrate that the utility model, it is understood that the utility model is not limited to above example, meets the various variants of the utility model thought all within protection domain of the present utility model.
Claims (8)
1. an ALC external wall assembly cell cube, it is characterised in that described assembled cell cube includes some blocks of air entrained concrete battens, elongated angle steel keel and construction keel；Wherein, it is all preset with self-resetting swinging damping in each block of described air entrained concrete batten and connect node and coating steel pipe；Some blocks of described air entrained concrete battens are sequentially connected with, and all reserve the perps setting width between every two blocks of air entrained concrete battens；The L-shaped setting of described elongated angle steel keel, and it is horizontally installed on the two ends up and down connecting the air entrained concrete batten being sequentially connected with, it is connected the fixing connection of node with the self-resetting swinging damping in air entrained concrete batten；Described construction keel are cross setting, and the described self-resetting swinging damping being connected in diagonal in two blocks of air entrained concrete battens of outermost of being sequentially connected with connects on node.
2. the assembled cell cube of ALC external wall according to claim 1, it is characterized in that, the width of described perps is 10mm, polyurathamc is used to tamp in perps, use PE rod and PU-986 polyurethane sealant to close outside air entrained concrete batten, use fire-resistant joint filler to fill out 50mm inside air entrained concrete batten deep.
3. the assembled cell cube of ALC external wall according to claim 1, it is characterised in that two pieces of described air entrained concrete batten outer side edges middle positions of described assembled cell cube both sides are provided with the foaming airtight bar of neoprene, and use nylon crab-bolt to fix.
4. the assembled cell cube of ALC external wall according to claim 1, it is characterised in that described elongated angle steel keel one end of " L " type is connected the fixing connection of node with the self-resetting swinging damping in air entrained concrete batten；The other end is connected with major structure of construction.
5. the assembled cell cube of ALC external wall according to claim 1, it is characterised in that described self-resetting swinging damping connects node and includes built-in fitting and fastener, and described built-in fitting includes steel plate and reinforcing bar, and being shaped as of fastener is U-shaped；" keyhole shape " slotted hole is had on described steel plate, the termination of described reinforcing bar is with crotch, described steel plate uses the mode of welding be connected and be embedded among described air entrained concrete batten in advance with reinforcing bar, and described fastener covers on " keyhole shape " slotted hole with reinforcing bar homonymy steel plate.
6. the assembled cell cube of ALC external wall according to claim 5, it is characterized in that, described elongated angle steel keel are connected node fixed connection place and have the slotted hole perpendicular with " keyhole shape " slotted hole on described steel plate with the self-resetting swinging damping in air entrained concrete batten.
7. the assembled cell cube of ALC external wall according to claim 1, it is characterised in that described assembled cell cube includes 4-8 block air entrained concrete batten.
8. the assembled cell cube of ALC external wall according to claim 1, it is characterised in that the two ends up and down in described air entrained concrete batten respectively arrange a coating steel pipe.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620391885.7U CN205712705U (en) | 2016-05-04 | 2016-05-04 | The assembled cell cube of a kind of ALC external wall |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201620391885.7U CN205712705U (en) | 2016-05-04 | 2016-05-04 | The assembled cell cube of a kind of ALC external wall |
Publications (1)
| Publication Number | Publication Date |
|---|---|
| CN205712705U true CN205712705U (en) | 2016-11-23 |
Family
ID=57331837
Family Applications (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201620391885.7U Withdrawn - After Issue CN205712705U (en) | 2016-05-04 | 2016-05-04 | The assembled cell cube of a kind of ALC external wall |
Country Status (1)
| Country | Link |
|---|---|
| CN (1) | CN205712705U (en) |
Cited By (3)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105756266A (en) * | 2016-05-04 | 2016-07-13 | 北京市建筑设计研究院有限公司 | Aerated concrete outer wall plate assembling unit body |
| CN107217783A (en) * | 2017-04-22 | 2017-09-29 | 施晓微 | A kind of overall Side fascia of assembled |
| CN110820955A (en) * | 2019-10-24 | 2020-02-21 | 白圣川 | Flexible assembling unit for precast concrete outer wall |
-
2016
- 2016-05-04 CN CN201620391885.7U patent/CN205712705U/en not_active Withdrawn - After Issue
Cited By (5)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN105756266A (en) * | 2016-05-04 | 2016-07-13 | 北京市建筑设计研究院有限公司 | Aerated concrete outer wall plate assembling unit body |
| CN105756266B (en) * | 2016-05-04 | 2017-10-17 | 北京市建筑设计研究院有限公司 | A kind of ALC external wall assembled rigid unit body |
| CN107217783A (en) * | 2017-04-22 | 2017-09-29 | 施晓微 | A kind of overall Side fascia of assembled |
| CN107217783B (en) * | 2017-04-22 | 2024-02-20 | 浙江优匠建筑科技有限公司 | Assembled integral external wall panel |
| CN110820955A (en) * | 2019-10-24 | 2020-02-21 | 白圣川 | Flexible assembling unit for precast concrete outer wall |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN103821264B (en) | A kind of precast concrete wall | |
| CN203701350U (en) | Self-reset energy consumption node for aerated concrete externally hanging wallboard | |
| CN205712705U (en) | The assembled cell cube of a kind of ALC external wall | |
| CN105507539A (en) | Light external wall point-hang heat-insulation and decorative plate combined anchoring system and method for constructing same | |
| CN104805912A (en) | Connecting node of prefabricated air conditioner panel and prefabricated shear wall | |
| KR101129086B1 (en) | Curtain wall system | |
| CN103821265A (en) | Self-resetting energy dissipation node for externally hung aerated concrete wallboard and construction method thereof | |
| KR101947466B1 (en) | Seismic Retrofit device of the building which consists of the masonry wall and method thereof | |
| WO2016004887A1 (en) | Lightweight steel structure residential framework system | |
| AU2018282313A1 (en) | Assembled building structure with combination of steel structure and concrete structure and construction method thereof | |
| CN105464399A (en) | Prefabricated checkered plate steel truss strengthening reinforced concrete frame beam structure and strengthening method | |
| CN103397700A (en) | Connection structure of building composite floor slab and steel tube shear wall | |
| CN105019598A (en) | Reinforced lightweight plate for grooved reinforced concrete pavement | |
| CN113216727A (en) | Assembled concrete frame building shock-absorbing structure system | |
| CN105756266A (en) | Aerated concrete outer wall plate assembling unit body | |
| CN107975163A (en) | A kind of mountable double-deck Side fascia and mounting structure and horizontal vertical waterproof construction | |
| JP4709321B1 (en) | Exterior wall panel mounting method and exterior wall panel mounting jig | |
| CN202047580U (en) | Bolt pin type wall connecting piece for scaffold | |
| CN209975752U (en) | Integrated prefabricated wallboard house structure | |
| CN204662771U (en) | A kind of cutting arrangement of reinforcement formula for building strengthens light weight board | |
| CN209975753U (en) | Integrated prefabricated wallboard | |
| CN209924188U (en) | External insulation construction of steel construction | |
| CN220117444U (en) | Steel structure connecting piece | |
| CN215106017U (en) | Assembled concrete frame building shock-absorbing structure system | |
| CN217630825U (en) | Steel skeleton light plate convenient to install |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| C14 | Grant of patent or utility model | ||
| GR01 | Patent grant | ||
| AV01 | Patent right actively abandoned |
Granted publication date: 20161123 Effective date of abandoning: 20171017 |
|
| AV01 | Patent right actively abandoned |