CN207944547U - A kind of assembled architecture training equipment system - Google Patents
A kind of assembled architecture training equipment system Download PDFInfo
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- CN207944547U CN207944547U CN201721288808.XU CN201721288808U CN207944547U CN 207944547 U CN207944547 U CN 207944547U CN 201721288808 U CN201721288808 U CN 201721288808U CN 207944547 U CN207944547 U CN 207944547U
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- assembled architecture
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Abstract
The utility model discloses a kind of assembled architecture training equipment systems, including assembled arthitecutral structure mock-up, the assembled arthitecutral structure mock-up includes single layer two across shear wall structure, two across frame structure, two across steel construction, one double race ladder, the utility model is visual in image to be expressed assembled architecture primary structure form by the form of mock-up, it is a large-scale assembled architecture Practical training equipment, cover assembly building typical forms, it is representative, present assembled architecture Typical Technique, real training material object component can be combined with the operation of real training key technology, with real training and component and joint structure in kind can be showed.
Description
Technical field
The utility model is related to assembled architecture Teaching Equipment fields, more particularly to a kind of assembled architecture training equipment system
System.
Background technology
Various regions are crossed with formula building in the whole nation to widely popularize, but the assembled architecture shortage of professionals becomes the barrier of industry development.
Assembled architecture technician notch about 8,000,000 in all parts of the country according to statistics, assembled architecture skilled talents' technical ability standard meets
Not industry development demand, cultivates high-quality technical skills talent's industry development problem in the urgent need to address.Enterprise carries out
Assembled architecture technical training and colleges and universities open up real training facility shortage needed for assembled architecture profession, actualization teaching scene ratio
Less, teaching efficiency is poor.The construction of each colleges and universities' development practical teaching facility in the whole nation and achievement in research are very few.
Invention content
To solve the above problems, the utility model provides a kind of assembled architecture training equipment system, the utility model shape
It is a large-scale assembled as intuitively assembled architecture primary structure form is expressed by the form of mock-up
Practical training equipment is built, assembly building typical forms are covered, it is representative, assembled architecture Typical Technique is presented, it can
Real training material object component is combined with the operation of real training key technology, with real training and component and joint structure in kind can be showed.
To achieve the above object, the utility model uses following technological means：
The utility model provides a kind of assembled architecture training equipment system, including assembled arthitecutral structure mock-up,
The assembled arthitecutral structure mock-up include single layer two across shear wall structure, two across frame structure, two across steel construction, one
Double race ladders, assembled arthitecutral structure mock-up basis are 300 raft foundations, and arrangement of reinforcement is 10@of double-layer double-direction grade III steel
150, the exterior wall of the shear wall structure is 60mm+30mm (heat preservation)+200mm structures, the constrained edge of the shear wall structure
It is PCF plates at component, the PCF plate thickness is 60mm+30mm (heat preservation), and the interior wall thickness of the shear wall structure is 200mm,
The upper and lower shear wall structure of the assembled arthitecutral structure mock-up is connected using single with double sleeve fashion, described to cut
Power wall construction correspond to slab thickness be 140mm, the floor include overlapping the cast-in-place 80mm of 60mm+, the floor it is cast-in-place with it is folded
It closes and is connected by girder rib, three kinds of connection sides are connected using post-cast strip connection, the connection of close piece, whole plate between the floor and floor
Formula, described two is cast-in-place using prefabricated frame trestle 400X400, Vierendeel girder 200X500 and laminated floor slab overlapping 60mm+ across frame structure
80mm and PK50mm+90mm plates are prefabricated, and described two use steel column H400*200*8*12, girder steel H400*200*8* across steel construction
12 make, and the peripheral protective of the assembled arthitecutral structure mock-up is thick using 50mm+50mm (heat preservation)+50mm, and roofing uses
Fixed hinge is arranged in profiled sheet, laminated floor slab, described double ladder one end of running, and sliding hinge is arranged in the other end.
Further, the assembled arthitecutral structure mock-up span is 15m, width 10m.
Further, the turning connecting node of the exterior wall and exterior wall of the shear wall structure is more than or equal at 1, the shearing
The interior wall of wall construction is more than or equal to interior wall connecting node at 1, and interior wall and the exterior wall tie point of the shear wall structure are more than etc.
At 1, the cast-in-place node part reinforcing bar binding of assembled arthitecutral structure mock-up is more than or equal at 1, assembled arthitecutral structure
The turning of mock-up and the exterior wall of shear wall structure, interior wall connection cast-in-place node use aluminium film technology.
Further, the exterior wall of the shear wall structure include prefabricated sandwich sandwich concrete shear exterior wall, it is prefabricated mixed
Solidifying soil shearing interior wall；
The prefabricated sandwich sandwich concrete shear exterior wall can show structural element and internal insulation material and drawknot
Part muscle situation, the prefabricated sandwich sandwich concrete shear exterior wall wallboard bottom shows grouting hole and pulp hole, described
Prefabricated sandwich sandwich concrete shear outer surface of wall embodiment instead beats technology；
The precast concrete shearing interior wall can show shearing interior wall wall board structure main points, wallboard goes out muscle situation, described
Shearing interior wall wallboard bottom shows grouting hole and pulp hole, and the grouting hole embodies coupling beam on the hole of pulp hole
Joint structure.
Further, the PCF plates can show PCF plate structures main points, heat preservation tension member, the PCF plates exposed part
Cast-in-place node.
Further, it is 60 ㎜, exposed part purlin by the cast-in-place lower concrete thickness with the floor of overlapping of girder rib
Frame muscle, the exposed girder rib do antirust treatment.
Further, the shear wall structure, overlapping floor be equipped with and be fixed temporarily support, it is described to be fixed temporarily
Support includes the outer tube of a diameter of 60 ㎜, the inner tube that outer diameter corresponding with outer tube is 48 ㎜, and the pipe can slide tune in outer tube
Length is saved, adjustable range 2-3m is provided with fixing device corresponding with inner tube on the outer tube.
Further, connection corner node and the side of the exposed prefabricated post of the assembled arthitecutral structure mock-up and precast beam
At node 2, the connection of precast beam and superimposed sheet be more than or equal at 1, prefabricated post and prefabricated post connection is more than or equal at 1, overlapping is led
At secondary girder connection connection 1；The cast-in-place front and back state change of displaying laminated floor slab can be compared.
Further, the prefabricated post includes precast concrete column, and the reinforcing bar of the precast concrete column is exposed to be more than etc.
At 1, the precast beam includes precast concrete composite beam, and the part overlapping position reinforcing bar of the precast concrete composite beam is naked
Dew.
Further, double ladders that run include precast concrete stair, and the precast concrete stair can show stair
Plate installs node with landing beam；
Described two across steel construction steel framework beam using bolt and being welded to connect, the steel framework beam can be opened up
Show wallboard and steel framework beam, the connection type of floor and steel framework beam and suspension column connection type, described two across
Steel construction includes H profile steel beam and steel column, and rigid connection node can be shown between the H section steel beams and steel column and is hinged
Node, the steel column include H profile steel column, and the H profile steel column can show the joint structure of H-type steel column foot；
The shear wall structure is provided with out-hung panel, and the out-hung panel is provided with horizontal joint, vertical seam, the roofing
Roof boarding include the displaying of a variety of steel house panels.
The beneficial effects of the utility model：
The utility model is visual in image to be given expression to assembled architecture primary structure form by the form of mock-up
Come, be a large-scale assembled architecture Practical training equipment, covers assembly building typical forms, it is representative, it presents
Assembled architecture Typical Technique can be combined real training material object component with the operation of real training key technology, with real training and can show
Component and joint structure in kind.
Description of the drawings
Fig. 1 is the horizontal layout schematic diagram of the utility model assembled arthitecutral structure mock-up；
Fig. 2 is the outer page board edge joint position node full-page proof schematic diagram of the utility model assembled arthitecutral structure mock-up；
Fig. 3 is the vertical full-page proof schematic diagram of window opening of the utility model assembled arthitecutral structure mock-up；
Fig. 4 is the window opening transverse direction full-page proof schematic diagram of the utility model assembled arthitecutral structure mock-up；
Fig. 5 is the middle layer shear wall side bearing structure illustration of the utility model assembled arthitecutral structure mock-up；
Fig. 6 is the beam-column joints full-page proof schematic diagram of the utility model assembled arthitecutral structure mock-up；
Fig. 7 is the A-A structural schematic diagrams in Fig. 6；
Fig. 8 is B-B structural schematic diagrams in Fig. 6；
Fig. 9 is the beam-column joint full-page proof schematic diagram of the utility model assembled arthitecutral structure mock-up；
Figure 10 is C-C structural schematic diagrams in Fig. 9；
Figure 11 is D-D structural schematic diagrams in Fig. 9；
Figure 12 is the one-way slabs edge joint position reinforcing bar way schematic diagram of the utility model assembled arthitecutral structure mock-up；
Figure 13 is the hanging plate connecting node schematic diagram of the utility model assembled arthitecutral structure mock-up；
Figure 14 is that the fixing steel plate of the utility model assembled arthitecutral structure mock-up shows node facade arrangement diagram
It is intended to；
Figure 15 is that the fixing steel plate of the utility model assembled arthitecutral structure mock-up shows nodal plane arrangement diagram
It is intended to；
Figure 16 is that the Fen Cang of the utility model assembled arthitecutral structure mock-up and envelope storehouse show the signal of node elevation
Figure；
Figure 17 is the Fen Cang of the utility model assembled arthitecutral structure mock-up and envelope storehouse shows nodal plane diagram meaning
Figure；
Figure 18 is industrialization reinforcing bar and every template node way one；
Figure 19 is industrialization reinforcing bar and every template node way two.
Specific implementation mode
Below in conjunction with the accompanying drawings and specific embodiment is described further the utility model.
Embodiment 1：As shown in figures 1-19, the present embodiment provides a kind of assembled architecture training equipment systems, including assembly
Formula building structure mock-up, the assembled arthitecutral structure mock-up include single layer two across shear wall structure, two across frame
Across steel construction, a double race ladder, assembled arthitecutral structure mock-up basis is 300 raft foundations, arrangement of reinforcement by structure, two
Exterior wall for 10@150 of double-layer double-direction grade III steel, the shear wall structure is 60mm+30mm (heat preservation)+200mm structures, described to cut
It is PCF plates at the confined boundary member of power wall construction, the PCF plate thickness is 60mm+30mm (heat preservation), the shear wall knot
The interior wall thickness of structure is 200mm, and the upper and lower shear wall structure of the assembled arthitecutral structure mock-up is using single and double
Sleeve fashion connects, and it is 140mm that the shear wall structure, which corresponds to slab thickness, and the floor includes the overlapping cast-in-place 80mm of 60mm+,
The cast-in-place and overlapping of the floor is connect by girder rib, connected using post-cast strip connection, close piece between the floor and floor,
Whole plate connects three kinds of connection types, and described two using prefabricated frame trestle 400X400, Vierendeel girder 200X500 and fold across frame structure
The conjunction floor overlapping cast-in-place 80mm and PK50mm+90mm plates of 60mm+ are prefabricated, and described two use steel column H400*200*8* across steel construction
12, girder steel H400*200*8*12 makes, and the peripheral protective of the assembled arthitecutral structure mock-up (is protected using 50mm+50mm
Temperature)+50mm is thick, and roofing is described double to run the terraced fixed hinge of one end setting, other end setting sliding using profiled sheet, laminated floor slab
Hinge.
Further, the assembled arthitecutral structure mock-up span is 15m, width 10m.
Further, the turning connecting node of the exterior wall and exterior wall of the shear wall structure is more than or equal at 1, the shearing
The interior wall of wall construction is more than or equal to interior wall connecting node at 1, and interior wall and the exterior wall tie point of the shear wall structure are more than etc.
At 1, the cast-in-place node part reinforcing bar binding of assembled arthitecutral structure mock-up is more than or equal at 1, assembled arthitecutral structure
The turning of mock-up and the exterior wall of shear wall structure, interior wall connection cast-in-place node use aluminium film technology.
Further, the exterior wall of the shear wall structure include prefabricated sandwich sandwich concrete shear exterior wall, it is prefabricated mixed
Solidifying soil shearing interior wall；
The prefabricated sandwich sandwich concrete shear exterior wall can show structural element and internal insulation material and drawknot
Part muscle situation, the prefabricated sandwich sandwich concrete shear exterior wall wallboard bottom shows grouting hole and pulp hole, described
Prefabricated sandwich sandwich concrete shear outer surface of wall embodiment instead beats technology；
The precast concrete shearing interior wall can show shearing interior wall wall board structure main points, wallboard goes out muscle situation, described
Shearing interior wall wallboard bottom shows grouting hole and pulp hole, and the grouting hole embodies coupling beam on the hole of pulp hole
Joint structure.
Further, the PCF plates can show PCF plate structures main points, heat preservation tension member, the PCF plates exposed part
Cast-in-place node.
Further, it is 60 ㎜, exposed part purlin by the cast-in-place lower concrete thickness with the floor of overlapping of girder rib
Frame muscle, the exposed girder rib do antirust treatment, and truss bars superimposed sheet can carry out lifting movement by boom hoisting, be used for
Superimposed sheet lifts real training.
Further, the shear wall structure, overlapping floor be equipped with and be fixed temporarily support, it is described to be fixed temporarily
Support includes the outer tube of a diameter of 60 ㎜, the inner tube that outer diameter corresponding with outer tube is 48 ㎜, and the pipe can slide tune in outer tube
Length is saved, adjustable range 2-3m is provided with fixing device corresponding with inner tube on the outer tube, using Q235 materials, load-bearing
1-2 tons.
Further, connection corner node and the side of the exposed prefabricated post of the assembled arthitecutral structure mock-up and precast beam
At node 2, the connection of precast beam and superimposed sheet be more than or equal at 1, prefabricated post and prefabricated post connection is more than or equal at 1, overlapping is led
At secondary girder connection connection 1；The cast-in-place front and back state change of displaying laminated floor slab can be compared.
Further, the prefabricated post includes precast concrete column, and the reinforcing bar of the precast concrete column is exposed to be more than etc.
At 1, the precast beam includes precast concrete composite beam, and the part overlapping position reinforcing bar of the precast concrete composite beam is naked
Dew.
Further, double ladders that run include precast concrete stair, and the precast concrete stair can show stair
Plate installs node with landing beam；
Described two across steel construction steel framework beam using bolt and being welded to connect, the steel framework beam can be opened up
Show wallboard and steel framework beam, the connection type of floor and steel framework beam and suspension column connection type, described two across
Steel construction includes H profile steel beam and steel column, and rigid connection node can be shown between the H section steel beams and steel column and is hinged
Node, the steel column include H profile steel column, and the H profile steel column can show the joint structure of H-type steel column foot；
The shear wall structure is provided with out-hung panel, and the out-hung panel is provided with horizontal joint, vertical seam, embodies horizontal
The roof boarding of seam and the construction way vertically stitched, the roofing includes a variety of steel house panel displayings.
The assembled arthitecutral structure mock-up meets construction standards, safety and stability.
Claims (10)
1. a kind of assembled architecture training equipment system, which is characterized in that including assembled arthitecutral structure mock-up, the dress
Include that single layer two is run across frame structure, two across steel construction, one pair across shear wall structure, two with formula building structure mock-up
Ladder, assembled arthitecutral structure mock-up basis are 300 raft foundations, and arrangement of reinforcement is 10@150 of double-layer double-direction grade III steel,
The exterior wall of the shear wall structure is 60mm+30mm heat preservation+200mm structures, at the confined boundary member of the shear wall structure
For PCF plates, the PCF plate thickness keeps the temperature for 60mm+30mm, and the interior wall thickness of the shear wall structure is 200mm, the assembly
The upper and lower shear wall structure of formula building structure mock-up is connected using single with double sleeve fashion, the shear wall structure
Corresponding slab thickness is 140mm, and the floor includes the overlapping cast-in-place 80mm of 60mm+, and the cast-in-place and overlapping of the floor passes through purlin
Frame muscle connects, and three kinds of connection types are connected using post-cast strip connection, the connection of close piece, whole plate between the floor and floor, described
Two across frame structure using prefabricated frame trestle 400X400, Vierendeel girder 200X500 and the laminated floor slab cast-in-place 80mm of overlapping 60mm+ and
PK50mm+90mm plates are prefabricated, and described two are made across steel construction of steel column H400*200*8*12, girder steel H400*200*8*12,
The peripheral protective of the assembled arthitecutral structure mock-up is thick using 50mm+50mm heat preservations+50mm, roofing using profiled sheet,
Fixed hinge is arranged in laminated floor slab, described double ladder one end of running, and sliding hinge is arranged in the other end.
2. a kind of assembled architecture training equipment system according to claim 1, which is characterized in that the assembled architecture
Structure mock-up span is 15m, width 10m.
3. a kind of assembled architecture training equipment system according to claim 1, which is characterized in that the shear wall structure
Exterior wall and exterior wall turning connecting node be more than or equal to 1 at, interior wall and the interior wall connecting node of the shear wall structure are more than
At 1, interior wall and the exterior wall tie point of the shear wall structure are more than or equal at 1, assembled arthitecutral structure mock-up
Reinforcing bar binding in cast-in-place node part is more than or equal at 1, the turning of assembled arthitecutral structure mock-up and shear wall structure it is outer
Wall, interior wall connection cast-in-place node use aluminium film technology.
4. a kind of assembled architecture training equipment system according to claim 1, which is characterized in that the shear wall structure
Exterior wall include prefabricated sandwich sandwich concrete shear exterior wall, precast concrete shearing interior wall；
The prefabricated sandwich sandwich concrete shear exterior wall can show structural element and internal insulation material and tension member muscle
Situation, the prefabricated sandwich sandwich concrete shear exterior wall wallboard bottom shows grouting hole and pulp hole, described prefabricated
Sandwich sandwich concrete shear outer surface of wall embodiment instead beats technology；
The precast concrete shearing interior wall can show shearing interior wall wall board structure main points, wallboard goes out muscle situation, the shearing
Interior wall wallboard bottom shows grouting hole and pulp hole, the grouting hole and embodiment coupling beam node on the hole of pulp hole
Construction.
5. a kind of assembled architecture training equipment system according to claim 1, which is characterized in that the PCF plates can be with
Show PCF plate structures main points, heat preservation tension member, the PCF plates exposed part cast-in-place node.
6. a kind of assembled architecture training equipment system according to claim 1, which is characterized in that cast-in-place by girder rib
It is 60 ㎜ with the lower concrete thickness of the floor of overlapping, exposed part girder rib, the exposed girder rib does antirust treatment.
7. a kind of assembled architecture training equipment system according to claim 1, which is characterized in that the shear wall knot
Structure, overlapping floor be equipped with and be fixed temporarily support, it is described be fixed temporarily outer tube that support includes a diameter of 60 ㎜, with outside
Manage corresponding outer diameter be 48 ㎜ inner tube, the pipe can in outer tube slidable adjustment length, adjustable range 2-3m, the outer tube
On be provided with fixing device corresponding with inner tube.
8. a kind of assembled architecture training equipment system according to claim 1, which is characterized in that the assembled architecture
At the connection corner node and mid-side node 2 of the exposed prefabricated post of structure mock-up and precast beam, the connection of precast beam and superimposed sheet it is big
At equal to 1, the connection of prefabricated post and prefabricated post is more than or equal at 1, overlapping primary and secondary beam nodes connect at 1；It is folded that displaying can be compared
Close the cast-in-place front and back state change of floor.
9. a kind of assembled architecture training equipment system according to claim 8, which is characterized in that the prefabricated post includes
Precast concrete column, the reinforcing bar of the precast concrete column is exposed to be more than or equal at 1, and the precast beam includes that precast concrete is folded
Beam is closed, the part overlapping position reinforcing bar of the precast concrete composite beam is exposed.
10. a kind of assembled architecture training equipment system according to claim 1, which is characterized in that double ladders that run wrap
Precast concrete stair is included, the precast concrete stair can show that staircase boards install node with landing beam；
Described two across steel construction steel framework beam using bolt and being welded to connect, the steel framework beam can show wall
Plate and steel framework beam, the connection type of the connection type of floor and steel framework beam and suspension column, two across the steel knot
Structure includes H profile steel beam and steel column, and rigid connection node and hinged joint can be shown between the H profile steel beam and steel column,
The steel column includes H profile steel column, and the H profile steel column can show the joint structure of H-type steel column foot；
The shear wall structure is provided with out-hung panel, and the out-hung panel is provided with horizontal joint, vertical seam, the room of the roofing
Panel includes a variety of steel house panel displayings.
Priority Applications (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721288808.XU CN207944547U (en) | 2017-10-09 | 2017-10-09 | A kind of assembled architecture training equipment system |
Applications Claiming Priority (1)
| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201721288808.XU CN207944547U (en) | 2017-10-09 | 2017-10-09 | A kind of assembled architecture training equipment system |
Publications (1)
| Publication Number | Publication Date |
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| CN207944547U true CN207944547U (en) | 2018-10-09 |
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ID=63703008
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201721288808.XU Expired - Fee Related CN207944547U (en) | 2017-10-09 | 2017-10-09 | A kind of assembled architecture training equipment system |
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Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107524231A (en) * | 2017-10-09 | 2017-12-29 | 徐州工业职业技术学院 | A kind of assembled architecture training equipment system |
| CN111009178A (en) * | 2019-12-20 | 2020-04-14 | 重庆房地产职业学院 | Assembled building teaching model |
-
2017
- 2017-10-09 CN CN201721288808.XU patent/CN207944547U/en not_active Expired - Fee Related
Cited By (2)
| Publication number | Priority date | Publication date | Assignee | Title |
|---|---|---|---|---|
| CN107524231A (en) * | 2017-10-09 | 2017-12-29 | 徐州工业职业技术学院 | A kind of assembled architecture training equipment system |
| CN111009178A (en) * | 2019-12-20 | 2020-04-14 | 重庆房地产职业学院 | Assembled building teaching model |
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| GR01 | Patent grant | ||
| GR01 | Patent grant | ||
| CF01 | Termination of patent right due to non-payment of annual fee |
Granted publication date: 20181009 Termination date: 20201009 |
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| CF01 | Termination of patent right due to non-payment of annual fee |