CN107564399A - Fabricated construction system demonstration lesson platform - Google Patents
Fabricated construction system demonstration lesson platform Download PDFInfo
- Publication number
- CN107564399A CN107564399A CN201710999130.4A CN201710999130A CN107564399A CN 107564399 A CN107564399 A CN 107564399A CN 201710999130 A CN201710999130 A CN 201710999130A CN 107564399 A CN107564399 A CN 107564399A
- Authority
- CN
- China
- Prior art keywords
- wall
- room
- foundation beam
- prefabricated
- platform
- 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.)
- Granted
Links
Landscapes
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
Fabricated construction system demonstration lesson platform includes platform, tower crane, assembling type steel structure displaying room, assembly concrete frame structure displaying room, multi-layer plate-type quick fixation structure displaying room and assembly of shear wall structure displaying room are set on platform, and assembling type steel structure displaying room, assembly concrete frame structure displaying room, multi-layer plate-type quick fixation structure displaying room and assembly of shear wall structure show that room is set in the range of the handling of tower crane around tower crane.The advantage of the invention is that：The basic component of various construction methods in assembled architecture is incorporated into a special teaching platform, and share a tower crane and carry out lifting operation, the various operational methods and process in assembled architecture construction are demonstrated for student, it is easy to student to concentrate empathic learning, significantly shorten learning cycle, it is not required to student and passes in and out construction site, security obtains effective guarantee, Construction Schedule will not be impacted.
Description
Technical field
The present invention relates to building trade teaching demonstration apparatus, specifically a kind of fabricated construction system demonstration lesson is put down
Platform.
Background technology
Assembled architecture refers to the building formed with prefabricated component in assemble in site.The advantages of this building is to build speed
Degree is fast, and climate conditionality is small, saves labour and can improve construction quality.Fabricated construction is from structural system to beam, plate,
The connected mode between component and component such as wall, post is all different with traditional integral cast-in-situ structure, either from structure stress,
Calculate, or manufacture, installation, it is all otherwise varied with traditional architecture.At present in the course of colleges and universities, used teaching material and religion
Content is learned mainly or based on the design of traditional architecture, construction, only small part universities and colleges are provided with related to fabricated construction
Course, but the teaching material of design for fabricated construction, manufacture, installation etc. more lacks.Current each architectural discipline
Student need to arrive job site and view and emulate on the spot in training and learning, intuitively learn the knowledge such as construction operation method and process, but learn
There is certain potential safety hazard in member, also Construction Schedule can be impacted, due to each construction in construction site study
The form of construction work and progress at scene are different, and student can only view and emulate process portion and construction party in arrangement is once viewed and emulated
Method, student it is to be understood that various assembled architecture construction knowledges are generally required to pass in and out multiple job sites repeatedly and viewed and emulated, due to
The construction cycle is longer, and each job site is often more scattered in addition, thus student watch study cycle it is typically long
Up to the several months long.
The content of the invention
It is an object of the invention to provide a kind of fabricated construction system demonstration lesson platform, and it will be various in assembled architecture
The basic component of construction method is incorporated into a special teaching platform, and is shared a tower crane and carried out lifting operation, to learn
Various operational methods and process in member's demonstration assembled architecture construction, are easy to student to concentrate empathic learning, significantly shorten study
In the cycle, it is not required to student and passes in and out construction site, security obtains effective guarantee, Construction Schedule will not be impacted.
To achieve the above object, it is achieved through the following technical solutions：Including platform, tower crane, assembled steel are set on platform
Configuration shows room, assembly concrete frame structure displaying room, multi-layer plate-type quick fixation structure displaying room and fabricated shear wall knot
Structure shows room, assembling type steel structure displaying room, assembly concrete frame structure displaying room, multi-layer plate-type quick fixation structure displaying room
Show that room is set in the range of the handling of tower crane around tower crane with assembly of shear wall structure, the assembling type steel structure displaying
Room includes being arranged on the first foundation beam of platform top surface, and first foundation top surface of the beam sets multiple steel columns, between steel column
Steel crossbeam is installed, steel cross rail outer installs the first out-hung panel, and the first exterior wall cladding top is connected by removably upper
Part is connected with steel crossbeam, and by removably descending connector to be connected with first foundation beam, steel is horizontal for the first exterior wall cladding bottom
The first precast floor slab is installed in back portion, and the assembly concrete frame structure displaying room includes being arranged on the second of platform top surface
Foundation beam, the second basic top surface of the beam set multiple concrete columns, and concrete beam is installed between concrete column, and concrete is horizontal
The second exterior wall cladding of installation, the second exterior wall cladding top are connected by dismountable upper connector with concrete beam on the outside of beam,
Second exterior wall cladding bottom is by removably descending connector to be connected with the second foundation beam, and installation second is pre- at the top of concrete beam
Floor processed, the multi-layer plate-type quick fixation structure displaying room include the 3rd foundation beam for being arranged on platform top surface, the 3rd basic back
Portion sets multiple first to fix wall and multiple first prefabricated wild walls, and the first fixation wall is fixedly connected with the 3rd foundation beam, the
Three basic top surface of the beams set multiple first joint bars, the first prefabricated wild wall bottom surface position setting corresponding with each first joint bar the
One jack, the first joint bar and the first jack coordinate grafting, and the first prefabricated wild wall fixes wall or another the with adjacent first
Connected between one prefabricated wild wall by dismountable transverse connection, first, which fixes wall top portion, installs the 3rd prefabricated building
Plate, the assembly of shear wall structure displaying room include the 4th foundation beam for being arranged on platform top surface, and the 4th basic top surface of the beam is set
Put multiple second and fix wall and multiple second prefabricated wild walls, the second fixation wall is fixedly connected with the 4th foundation beam, and second is pre-
Wild wall bottom surface processed sets multiple second jacks, and the 4th basic top surface of the beam position corresponding with each second jack sets second to insert
Muscle, the second joint bar and the second jack grafting coordinate, and cast-in-place gap, cast-in-place gap two are provided between adjacent second prefabricated wild wall
Side sets cast-in-situ template, and second, which fixes wall top portion, installs the 4th precast floor slab.First out-hung panel, the second exterior wall cladding,
Pre-buried suspension ring are respectively provided with first prefabricated wild wall and the second prefabricated wild wall.Dismountable transverse connection includes
Wall or another is fixed with first collar and adjacent with the first prefabricated wild wall first of the first prefabricated wild wall connection
Second collar installed on first prefabricated wild wall, first collar and second collar can overlap in vertical direction, the
After vertical direction overlaps, waling penetrates out of first collar and second collar for one collar and second collar.Institute
State and be respectively provided with bed course between first foundation beam, the second foundation beam, the 3rd foundation beam and the 4th foundation beam and platform.Described cast-in-place
The second of gap both ends, which is fixed on the inside of wall or the second prefabricated wild wall, sets built-in turnbuckle, the cast-in-situ template two on the inside of cast-in-place gap
End is respectively mounted pressing plate, and each pressing plate is connected by bolt with built-in turnbuckle, leads between the cast-in-situ template inside and outside cast-in-place gap
Cross split bolt connection.The assembling type steel structure displaying room or assembly concrete frame structure displaying room or multi-layer plate-type are fast
Assembling structure, which is shown in room or assembly of shear wall structure displaying room, installs precast stair.
The advantage of the invention is that：By the basic component of various construction methods in assembled architecture be incorporated into one it is special
In teaching platform, and share a tower crane and carry out lifting operation, the various operators in assembled architecture construction are demonstrated for student
Method and process, it is easy to student to concentrate empathic learning, significantly shortens learning cycle, is not required to student and passes in and out construction site, safety
Property obtains effective guarantee, and Construction Schedule will not be impacted.
Brief description of the drawings
Fig. 1 is the structural representation of the present invention；
Fig. 2 is A-A section views mplifying structure schematic diagram in Fig. 1；
Fig. 3 is B-B section views mplifying structure schematic diagram in Fig. 1；
Fig. 4 is C-C section views mplifying structure schematic diagram in Fig. 1；
Fig. 5 is D-D section views mplifying structure schematic diagram in Fig. 1；
Fig. 6 is I portions mplifying structure schematic diagram in Fig. 1；
Fig. 7 is II portions mplifying structure schematic diagram in Fig. 1.
Embodiment
Fabricated construction system demonstration lesson platform of the present invention includes platform 1, and tower crane 2, assembling are set on platform 1
Formula steel construction displaying room 3, assembly concrete frame structure displaying room 4, multi-layer plate-type quick fixation structure displaying room 5 and assembled are cut
Power wall construction shows room 6, assembling type steel structure displaying room 3, assembly concrete frame structure displaying room 4, multi-layer plate-type fast-assembling
Configuration shows room 5 and assembly of shear wall structure displaying room 6 are set in the range of the handling of tower crane 2 around tower crane 2, the dress
The first foundation beam 11 for including being arranged on the top surface of platform 1 with formula steel construction displaying room 3, the top surface of first foundation beam 11 set multiple steel
Column 12 processed, installs steel crossbeam 13 between steel column 12, the first out-hung panel 14 of the outside of steel crossbeam 13 installation, outside first
The top of wall hanging plate 14 is connected by dismountable upper connector with steel crossbeam 13, and the bottom of the first exterior wall cladding 14 passes through detachable
Lower connector be connected with first foundation beam 11, the first precast floor slab 15 of the top of steel crossbeam 13 installation, the assembled coagulation
Native frame structure displaying room 4 includes the second foundation beam 21 for being arranged on the top surface of platform 1, and the top surface of the second foundation beam 21 sets multiple mixed
Native column 22 is coagulated, concrete beam 23, the second exterior wall cladding of the outside of concrete beam 23 installation are installed between concrete column 22
24, the top of the second exterior wall cladding 24 is connected by dismountable upper connector with concrete beam 23, under the second exterior wall cladding 24
Portion is by removably descending connector to be connected with the second foundation beam 21, the second precast floor slab 25 of the top of concrete beam 23 installation,
The multi-layer plate-type quick fixation structure displaying room 5 includes the 3rd foundation beam 31 for being arranged on the top surface of platform 1, the top of the 3rd foundation beam 31
Multiple first are set to fix wall 32 and multiple first prefabricated wild walls 33, first, which fixes the foundation beam 31 of wall 32 and the 3rd, fixes company
Connect, the top surface of the 3rd foundation beam 31 sets multiple first joint bars 34, and the first prefabricated bottom surface of wild wall 33 and each first joint bar 34 are right
The position answered sets the first jack 35, and the first joint bar 34 and the first jack 35 coordinate grafting, the first prefabricated wild wall 33 and phase
Connected between the first adjacent fixation wall 32 or another first prefabricated wild wall 33 by dismountable transverse connection, first
The 3rd precast floor slab 36 of the fixed top of wall 32 installation, the assembly of shear wall structure displaying room 6 include being arranged on the top surface of platform 1
The 4th foundation beam 41, the top surface of the 4th foundation beam 41 sets multiple second to fix walls 42 and multiple second prefabricated wild walls 43,
Second fixation wall 42 is fixedly connected with the 4th foundation beam 41, and the second prefabricated bottom surface of wild wall 43 sets multiple second jacks 45,
The top surface of 4th foundation beam 41 sets the second joint bar 44, the second joint bar 44 and the second jack 45 with each second jack, 45 corresponding position
Grafting coordinates, and cast-in-place gap 46 is provided between adjacent second prefabricated wild wall 43, and the cast-in-place both sides of gap 46 set cast-in-situ template
47, second fixes the 4th precast floor slab 40 of the top of wall 42 installation.When student views and emulates, the first exterior wall cladding of handling of tower crane 2 can be used
14th, the second exterior wall cladding 24, the first prefabricated 33 and second prefabricated wild wall 43 of wild wall to rigging position, on-the-spot demonstration dress
Construction method and process with the basic component in formula building system, it is easy to student to concentrate empathic learning, assembles under normal circumstances
The complete process teaching demonstration of four big structure systems in formula building can be fully completed in four days, can significantly shorten study week
Phase, it is not required to student and passes in and out construction building site, security context is good, uncontrollable factor is few, security risk is low, makes teaching and learnt
Cheng Gengjia is safe and reliable, and the Construction Schedule in building site will not be impacted.It is heretofore described it is dismountable on
Connector and dismountable lower connector can use a variety of attachment structures used on existing assembled architecture outer wall hanging plate, such as
Hook, link etc., wherein it is preferred that using Publication No.：205604545U exterior wall cladding antidetonation upper connector and Publication No.：
Connector under 205604464U exterior wall cladding antidetonation, this structure using screw bolt and nut coordinate positioning, repeated disassembled and assembled can
It is strong by property, it is hardly damaged, is not susceptible to the accident that exterior wall cladding is surprisingly toppled over, is advantageous to be lifted the security of teaching platform.
First out-hung panel 14 of the present invention, the second exterior wall cladding 24, the first prefabricated wild wall 33 and second are prefabricated
Wild wall 43 various ways such as can be tied up using rope and carry out handling, can be in the described first plug-in wall to lift handling efficiency
Plate 14, the second exterior wall cladding 24, pre-buried suspension ring 51 are respectively provided with the first prefabricated 33 and second prefabricated wild wall 43 of wild wall.
The connection speed of suspension hook can be substantially improved in handling building foundation component repeatedly for the structure.
Dismountable transverse connection of the present invention can use various structures, such as can be pre- in the first fixation wall 32 first
Lateral bar planting is set on wild wall 33 processed, and two bar plantings close to wire binding etc. is used afterwards, wherein preferable structure is：It is described
Dismountable transverse connection include first collar 52 being connected with the first prefabricated wild wall 33 and with the first prefabricated activity
Second collar 53 installed on the first adjacent fixation wall 32 of wallboard 33 or another first prefabricated wild wall 33, first collar 52
It can be overlapped with second collar 53 in vertical direction, first collar 52 and second collar 53 overlap in vertical direction
Afterwards, waling 54 penetrates out of first collar 52 and second collar 53.The structure connects and unloading process is easy to operate, can
Reusability, it is more suitable as demonstration and uses.
The present invention is same levelling for the ease of each foundation beam, tower crane 2 is unified when handling respectively shows the component in room
Hang with height of drop to reduce operation difficulty, reduce the fault rate operated, even computer program control tower crane 2 carrys out automatic running
Create conditions, can be in the first foundation beam 11, the second foundation beam 21, the 3rd foundation beam 31 and the 4th foundation beam 41 and platform 1
Between be respectively provided with bed course 55.
Cast-in-situ template 47 of the present invention is used for the cast-in-site construction method for demonstrating cast-in-place gap 46, but and need not be real
Border is poured into a mould, therefore is apparent intuitively demonstrating mould installation site, while reduces dismounting difficulty, it is preferred to use following structure peaces
Fill cast-in-situ template 47：It is pre-buried that the second of the both ends of cast-in-place gap 46 fixes the prefabricated inner side of wild wall 43 setting of wall 42 or the second
Swivel nut 48, the both ends of cast-in-situ template 47 of the cast-in-place inner side of gap 46 are respectively mounted pressing plate 49, and each pressing plate 49 passes through bolt and pre-buried spiral shell
Set 48 connects, and is connected between the cast-in-situ template 47 inside and outside cast-in-place gap 46 by split bolt 50.The structure convenient disassembly,
Structure understands intuitively, is easy to student to observe.Certain cast-in-situ template 47 can also be pacified using the other structures such as diagonal brace
Dress, but these structures dismounting complex steps, and it is unfavorable for student's observation.
The present invention can also show room 3 or assembly concrete frame structure displaying room 4 or more in the assembling type steel structure
Laminated board type quick fixation structure, which is shown in room 5 or assembly of shear wall structure displaying room 6, installs precast stair 61 to demonstrate floor gap
Precast stair assembly method, precast stair can also be installed by the way of joint bar and jack coordinate.
Claims (6)
1. fabricated construction system demonstration lesson platform, including platform（1）, it is characterised in that：Platform（1）Upper setting tower crane（2）、
Assembling type steel structure shows room（3）, assembly concrete frame structure displaying room（4）, multi-layer plate-type quick fixation structure displaying room（5）
Room is shown with assembly of shear wall structure（6）, assembling type steel structure displaying room（3）, assembly concrete frame structure displaying room
（4）, multi-layer plate-type quick fixation structure displaying room（5）Room is shown with assembly of shear wall structure（6）In tower crane（2）Handling scope
It is interior to surround tower crane（2）Set, the assembling type steel structure shows room（3）Including being arranged on platform（1）The first foundation beam of top surface
（11）, first foundation beam（11）Top surface sets multiple steel columns（12）, steel column（12）Between install steel crossbeam（13）,
Steel crossbeam（13）Outside is installed by the first out-hung panel（14）, the first exterior wall cladding（14）Top passes through dismountable upper connector
With steel crossbeam（13）Connection, the first exterior wall cladding（14）Bottom is by removably descending connector and first foundation beam（11）Even
Connect, steel crossbeam（13）Top is installed by the first precast floor slab（15）, the assembly concrete frame structure displaying room（4）Including
It is arranged on platform（1）Second foundation beam of top surface（21）, the second foundation beam（21）Top surface sets multiple concrete columns（22）, mix
Coagulate native column（22）Between concrete beam is installed（23）, concrete beam（23）Outside is installed by the second exterior wall cladding（24）, the
Two exterior wall claddings（24）Top passes through dismountable upper connector and concrete beam（23）Connection, the second exterior wall cladding（24）Under
Portion is by removably descending connector and the second foundation beam（21）Connection, concrete beam（23）Top is installed by the second precast floor slab
（25）, the multi-layer plate-type quick fixation structure displaying room（5）Including being arranged on platform（1）3rd foundation beam of top surface（31）, the 3rd
Foundation beam（31）Top sets multiple first to fix wall（32）With the multiple first prefabricated wild walls（33）, first fixes wall（32）
With the 3rd foundation beam（31）It is fixedly connected, the 3rd foundation beam（31）Top surface sets multiple first joint bars（34）, the first prefabricated activity
Wallboard（33）Bottom surface and each first joint bar（34）Corresponding position sets the first jack（35）, the first joint bar（34）With the first jack
（35）Coordinate grafting, the first prefabricated wild wall（33）Wall is fixed with adjacent first（32）Or another first prefabricated wild wall
（33）Between connected by dismountable transverse connection, first fix wall（32）Top is installed by the 3rd precast floor slab（36）,
The assembly of shear wall structure shows room（6）Including being arranged on platform（1）4th foundation beam of top surface（41）, the 4th foundation beam
（41）Top surface sets multiple second to fix wall（42）With the multiple second prefabricated wild walls（43）, second fixes wall（42）With the 4th
Foundation beam（41）It is fixedly connected, the second prefabricated wild wall（43）Bottom surface sets multiple second jacks（45）, the 4th foundation beam
（41）Top surface and each second jack（45）Corresponding position sets the second joint bar（44）, the second joint bar（44）With the second jack（45）
Grafting coordinates, adjacent second prefabricated wild wall（43）Between be provided with cast-in-place gap（46）, cast-in-place gap（46）Both sides set existing
Pour template（47）, second fixes wall（42）Top is installed by the 4th precast floor slab（40）.
2. fabricated construction system demonstration lesson platform according to claim 1, it is characterised in that：The first plug-in wall
Plate（14）, the second exterior wall cladding（24）, the first prefabricated wild wall（33）With the second prefabricated wild wall（43）On be respectively provided with it is pre-
Bury suspension ring（51）.
3. fabricated construction system demonstration lesson platform according to claim 1, it is characterised in that：It is described dismountable horizontal
Include and the first prefabricated wild wall to connector（33）First collar of connection（52）With with the first prefabricated wild wall
（33）Adjacent first fixes wall（32）Or another first prefabricated wild wall（33）Second collar of upper installation（53）, first set
Ring（52）With second collar（53）It can be overlapped in vertical direction, first collar（52）With second collar（53）In Vertical Square
To after overlapping, waling（54）From first collar（52）With second collar（53）Inside penetrate.
4. fabricated construction system demonstration lesson platform according to claim 1, it is characterised in that：The first foundation beam
（11）, the second foundation beam（21）, the 3rd foundation beam（31）With the 4th foundation beam（41）With platform（1）Between be respectively provided with bed course
（55）.
5. fabricated construction system demonstration lesson platform according to claim 1, it is characterised in that：The cast-in-place gap
（46）The second of both ends fixes wall（42）Or the second prefabricated wild wall（43）Inner side sets built-in turnbuckle（48）, cast-in-place gap
（46）The cast-in-situ template of inner side（47）Both ends are respectively mounted pressing plate（49）, each pressing plate（49）Pass through bolt and built-in turnbuckle（48）Even
Connect, cast-in-place gap（46）Inside and outside cast-in-situ template（47）Between pass through split bolt（50）Connection.
6. fabricated construction system demonstration lesson platform according to claim 1, it is characterised in that：The assembled steel knot
Structure shows room（3）Or assembly concrete frame structure displaying room（4）Or multi-layer plate-type quick fixation structure displaying room（5）Or assembled
Shear wall structure shows room（6）Interior installation precast stair（61）.
Applications Claiming Priority (2)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201621150398 | 2016-10-24 | ||
| CN2016211503988 | 2016-10-24 |
Publications (2)
| Publication Number | Publication Date |
|---|---|
| CN107564399A true CN107564399A (en) | 2018-01-09 |
| CN107564399B CN107564399B (en) | 2023-07-25 |
Family
ID=60986016
Family Applications (2)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721375023.6U Withdrawn - After Issue CN207966282U (en) | 2016-10-24 | 2017-10-24 | Fabricated construction system demonstration lesson platform |
| CN201710999130.4A Active CN107564399B (en) | 2016-10-24 | 2017-10-24 | Assembled structure system teaching demonstration platform |
Family Applications Before (1)
| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721375023.6U Withdrawn - After Issue CN207966282U (en) | 2016-10-24 | 2017-10-24 | Fabricated construction system demonstration lesson platform |
Country Status (1)
| Country | Link |
|---|---|
| CN (2) | CN207966282U (en) |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108010433A (en) * | 2018-01-21 | 2018-05-08 | 黄昆 | A kind of assembled architecture comprehensive practical traning model |
| CN110512772A (en) * | 2019-09-26 | 2019-11-29 | 远大住宅工业（天津）有限公司 | The connecting node of out-hung panel and beam |
| CN110556048A (en) * | 2019-08-30 | 2019-12-10 | 中国一冶集团有限公司 | Assembled house PC component hoist and mount experience device |
| CN111009178A (en) * | 2019-12-20 | 2020-04-14 | 重庆房地产职业学院 | Assembled building teaching model |
Families Citing this family (1)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN207966282U (en) * | 2016-10-24 | 2018-10-12 | 张波 | Fabricated construction system demonstration lesson platform |
Citations (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH1113072A (en) * | 1997-06-20 | 1999-01-19 | Koshii Mokuzai Kogyo Kk | Basement structural body, and construction method thereof |
| JP3119923U (en) * | 2005-12-22 | 2006-03-16 | 英三 庄司 | Architectural model assembly set |
| CN101139849A (en) * | 2006-09-07 | 2008-03-12 | 张兴汉 | Modular building component and on-site hoisting building method |
| KR20110011444A (en) * | 2009-07-28 | 2011-02-08 | 이병화 | A prefabricated house construction method and the construction device |
| CN103422672A (en) * | 2013-08-29 | 2013-12-04 | 杜新智 | Construction method for reinforced concrete prefabricated house |
| CN204496836U (en) * | 2015-03-18 | 2015-07-22 | 陈凌辉 | A kind of building structure and material Training Room sand table system model |
| CN104992613A (en) * | 2015-07-28 | 2015-10-21 | 上海建工二建集团有限公司 | Visual prefabricated shear wall construction indoor simulation teaching tool and mounting method |
| CN105089178A (en) * | 2015-07-21 | 2015-11-25 | 重庆欧冠钢结构有限公司 | Fabricated building of pre-assembling structure of prefabricated section steel concrete shear wall |
| CN105332417A (en) * | 2015-12-04 | 2016-02-17 | 武汉理工大学 | Method for constructing prefabricated steel frame composite structure with concrete wrapped outside |
| CN105484354A (en) * | 2015-12-15 | 2016-04-13 | 宝钢建筑系统集成有限公司 | Assembled steel structure building system and construction method thereof |
| CN105649360A (en) * | 2015-12-29 | 2016-06-08 | 山东远博建筑科技有限公司 | Integral assembling type building system and installing method |
| CN205444446U (en) * | 2015-12-31 | 2016-08-10 | 中国三冶集团有限公司 | Assembled industrialization steel construction house |
| CN207966282U (en) * | 2016-10-24 | 2018-10-12 | 张波 | Fabricated construction system demonstration lesson platform |
-
2017
- 2017-10-24 CN CN201721375023.6U patent/CN207966282U/en not_active Withdrawn - After Issue
- 2017-10-24 CN CN201710999130.4A patent/CN107564399B/en active Active
Patent Citations (13)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| JPH1113072A (en) * | 1997-06-20 | 1999-01-19 | Koshii Mokuzai Kogyo Kk | Basement structural body, and construction method thereof |
| JP3119923U (en) * | 2005-12-22 | 2006-03-16 | 英三 庄司 | Architectural model assembly set |
| CN101139849A (en) * | 2006-09-07 | 2008-03-12 | 张兴汉 | Modular building component and on-site hoisting building method |
| KR20110011444A (en) * | 2009-07-28 | 2011-02-08 | 이병화 | A prefabricated house construction method and the construction device |
| CN103422672A (en) * | 2013-08-29 | 2013-12-04 | 杜新智 | Construction method for reinforced concrete prefabricated house |
| CN204496836U (en) * | 2015-03-18 | 2015-07-22 | 陈凌辉 | A kind of building structure and material Training Room sand table system model |
| CN105089178A (en) * | 2015-07-21 | 2015-11-25 | 重庆欧冠钢结构有限公司 | Fabricated building of pre-assembling structure of prefabricated section steel concrete shear wall |
| CN104992613A (en) * | 2015-07-28 | 2015-10-21 | 上海建工二建集团有限公司 | Visual prefabricated shear wall construction indoor simulation teaching tool and mounting method |
| CN105332417A (en) * | 2015-12-04 | 2016-02-17 | 武汉理工大学 | Method for constructing prefabricated steel frame composite structure with concrete wrapped outside |
| CN105484354A (en) * | 2015-12-15 | 2016-04-13 | 宝钢建筑系统集成有限公司 | Assembled steel structure building system and construction method thereof |
| CN105649360A (en) * | 2015-12-29 | 2016-06-08 | 山东远博建筑科技有限公司 | Integral assembling type building system and installing method |
| CN205444446U (en) * | 2015-12-31 | 2016-08-10 | 中国三冶集团有限公司 | Assembled industrialization steel construction house |
| CN207966282U (en) * | 2016-10-24 | 2018-10-12 | 张波 | Fabricated construction system demonstration lesson platform |
Non-Patent Citations (1)
| Title |
|---|
| 徐晔桢;: "预制装配式剪力墙结构住宅建筑的设计", 建筑施工 * |
Cited By (4)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN108010433A (en) * | 2018-01-21 | 2018-05-08 | 黄昆 | A kind of assembled architecture comprehensive practical traning model |
| CN110556048A (en) * | 2019-08-30 | 2019-12-10 | 中国一冶集团有限公司 | Assembled house PC component hoist and mount experience device |
| CN110512772A (en) * | 2019-09-26 | 2019-11-29 | 远大住宅工业（天津）有限公司 | The connecting node of out-hung panel and beam |
| CN111009178A (en) * | 2019-12-20 | 2020-04-14 | 重庆房地产职业学院 | Assembled building teaching model |
Also Published As
| Publication number | Publication date |
|---|---|
| CN207966282U (en) | 2018-10-12 |
| CN107564399B (en) | 2023-07-25 |
Similar Documents
| Publication | Publication Date | Title |
|---|---|---|
| CN207966282U (en) | Fabricated construction system demonstration lesson platform | |
| CN100587206C (en) | Steel pillar supporting type integral self-lifting steel platform scaffold template system | |
| CN105507600A (en) | Hoisting system and hoisting construction method for large steel corridor trusses | |
| CN206692235U (en) | A kind of steel structure dome lifts by crane erecting device | |
| CN105586833B (en) | Stiff skeleton steel reinforcement cage global formation large-scale cast-in-place tall pier and thin wall construction method | |
| CN106351445B (en) | A kind of strengthening concrete sloping core form assembly bracing reinforcement system and construction method of installation | |
| CN105332417B (en) | The construction method of the pre-manufactured steel framework combined structure of external wrapping concrete | |
| CN109594479A (en) | A kind of parallel overpass center anticollision barrier of double width while construct mould bases and method | |
| CN105442839A (en) | Erecting method of cantilever structure formwork bent | |
| CN108396630A (en) | The big box-beam structure of precast concrete with the connection of wet seam direction across bridge | |
| CN105780995A (en) | Curved surface space pipe truss structure and mounting method thereof | |
| CN102767282B (en) | Assembly-type high-formwork construction method for cantilever of oversized special-shaped conversion layer | |
| CN107882328A (en) | The construction method of large span steel truss overhung construction | |
| JPH05502073A (en) | Steel useful structure and its assembly method | |
| CN109457814B (en) | Construction method for top cover of high-rise and large-diameter building based on Bailey truss structure | |
| CN208151865U (en) | A kind of introversion formula steel case arch bridge integrally promotes simulation Lift-on/Lift-off System | |
| CN106499195B (en) | A kind of method of construction of unilateral side steel plate concrete hollow combination roof system | |
| CN106522094B (en) | A kind of Sarasota crosses segment structure and construction method | |
| CN201251882Y (en) | Reinforced concrete structural teaching model | |
| CN202865996U (en) | Room modular structure for nuclear power plant | |
| CN110230414A (en) | A kind of assembled platform canopy and its installation method | |
| JPH0460059A (en) | Steel structure building method | |
| CN206916935U (en) | Assembled grange framework | |
| CN208251315U (en) | A kind of quick assembled type steel house | |
| CN208848484U (en) | Housing construction teaching facilities |
Legal Events
| Date | Code | Title | Description |
|---|---|---|---|
| PB01 | Publication | ||
| PB01 | Publication | ||
| SE01 | Entry into force of request for substantive examination | ||
| SE01 | Entry into force of request for substantive examination | ||
| TA01 | Transfer of patent application right |
Effective date of registration: 20230421 Address after: 250000 north of No. 5 road and west of Panwang Road, Longshan Industrial Park, Longshan street, Zhangqiu District, Jinan City, Shandong Province Applicant after: Shandong Wanda Technology Co.,Ltd. Address before: 250014 No. 102, unit 1, building 5, No. 81, Qianfo Shandong Road, Lixia District, Jinan City, Shandong Province Applicant before: Zhang Bo |
|
| TA01 | Transfer of patent application right | ||
| GR01 | Patent grant | ||
| GR01 | Patent grant |