CN107524231A - A kind of assembled architecture training equipment system - Google Patents
A kind of assembled architecture training equipment system Download PDFInfo
- Publication number
- CN107524231A CN107524231A CN201710927866.0A CN201710927866A CN107524231A CN 107524231 A CN107524231 A CN 107524231A CN 201710927866 A CN201710927866 A CN 201710927866A CN 107524231 A CN107524231 A CN 107524231A
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- steel
- assembled architecture
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- mock
- assembled
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- 229910000831 Steel Inorganic materials 0.000 claims abstract description 63
- 239000010959 steel Substances 0.000 claims abstract description 63
- 238000010276 construction Methods 0.000 claims abstract description 19
- 238000005516 engineering process Methods 0.000 claims abstract description 10
- 239000011178 precast concrete Substances 0.000 claims description 21
- 239000004567 concrete Substances 0.000 claims description 16
- 238000010008 shearing Methods 0.000 claims description 15
- 238000009413 insulation Methods 0.000 claims description 12
- 230000003014 reinforcing effect Effects 0.000 claims description 12
- 210000003205 muscle Anatomy 0.000 claims description 8
- 239000000725 suspension Substances 0.000 claims description 6
- 239000002131 composite material Substances 0.000 claims description 5
- XAGFODPZIPBFFR-UHFFFAOYSA-N aluminium Chemical compound [Al] XAGFODPZIPBFFR-UHFFFAOYSA-N 0.000 claims description 3
- 229910052782 aluminium Inorganic materials 0.000 claims description 3
- 239000004411 aluminium Substances 0.000 claims description 3
- 230000008878 coupling Effects 0.000 claims description 3
- 238000010168 coupling process Methods 0.000 claims description 3
- 238000005859 coupling reaction Methods 0.000 claims description 3
- 238000009434 installation Methods 0.000 claims description 3
- 239000012774 insulation material Substances 0.000 claims description 3
- 238000009421 internal insulation Methods 0.000 claims description 3
- 230000002093 peripheral effect Effects 0.000 claims description 3
- 230000001681 protective effect Effects 0.000 claims description 3
- 230000002787 reinforcement Effects 0.000 claims description 3
- 239000000463 material Substances 0.000 abstract description 3
- 238000000034 method Methods 0.000 abstract description 3
- 230000000007 visual effect Effects 0.000 abstract description 3
- 238000010586 diagram Methods 0.000 description 12
- 239000002689 soil Substances 0.000 description 2
- 230000004888 barrier function Effects 0.000 description 1
- 230000009286 beneficial effect Effects 0.000 description 1
Classifications
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- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/02—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements
- E04B1/04—Structures consisting primarily of load-supporting, block-shaped, or slab-shaped elements the elements consisting of concrete, e.g. reinforced concrete, or other stone-like material
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B1/18—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons
- E04B1/30—Structures comprising elongated load-supporting parts, e.g. columns, girders, skeletons the supporting parts being composed of two or more materials; Composite steel and concrete constructions
-
- G—PHYSICS
- G09—EDUCATION; CRYPTOGRAPHY; DISPLAY; ADVERTISING; SEALS
- G09B—EDUCATIONAL OR DEMONSTRATION APPLIANCES; APPLIANCES FOR TEACHING, OR COMMUNICATING WITH, THE BLIND, DEAF OR MUTE; MODELS; PLANETARIA; GLOBES; MAPS; DIAGRAMS
- G09B25/00—Models for purposes not provided for in G09B23/00, e.g. full-sized devices for demonstration purposes
- G09B25/04—Models for purposes not provided for in G09B23/00, e.g. full-sized devices for demonstration purposes of buildings
-
- E—FIXED CONSTRUCTIONS
- E04—BUILDING
- E04B—GENERAL BUILDING CONSTRUCTIONS; WALLS, e.g. PARTITIONS; ROOFS; FLOORS; CEILINGS; INSULATION OR OTHER PROTECTION OF BUILDINGS
- E04B1/00—Constructions in general; Structures which are not restricted either to walls, e.g. partitions, or floors or ceilings or roofs
- E04B2001/0053—Buildings characterised by their shape or layout grid
Landscapes
- Engineering & Computer Science (AREA)
- Architecture (AREA)
- Physics & Mathematics (AREA)
- Electromagnetism (AREA)
- Civil Engineering (AREA)
- Structural Engineering (AREA)
- Business, Economics & Management (AREA)
- Educational Administration (AREA)
- Educational Technology (AREA)
- General Physics & Mathematics (AREA)
- Theoretical Computer Science (AREA)
- Conveying And Assembling Of Building Elements In Situ (AREA)
Abstract
The invention discloses a kind of assembled architecture training equipment system, including assembled arthitecutral structure mock-up, the assembled arthitecutral structure mock-up includes individual layer two across shear wall structure, two across frame structure, two across steel construction, one double race ladder, the present invention 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 assembling 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 present invention relates to assembled architecture Teaching Equipment field, more particularly to a kind of assembled architecture training equipment system.
Background technology
Various regions are crossed with formula building in the whole nation to widely popularize, but the assembled architecture shortage of professionals turns into the barrier of industry development.
Assembled architecture technician breach about 8,000,000 in all parts of the country according to statistics, assembled architecture skilled talents' technical ability standard meet
Not industry development demand, cultivates the problem of high-quality technical skills talent's industry development is 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 specialty, 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.
The content of the invention
To solve the above problems, the present invention provides a kind of assembled architecture training equipment system, the present invention is visual in image
Assembled architecture primary structure form is expressed by the form of mock-up, is a large-scale assembled architecture real training
Equipment, cover assembling building typical forms, it is representative, assembled architecture Typical Technique is presented, can be real training
Component in kind is combined with the operation of real training key technology, with real training and can show component and joint structure in kind.
To achieve the above object, the present invention uses following technological means：
The present invention provides a kind of assembled architecture training equipment system, including assembled arthitecutral structure mock-up, described
Assembled arthitecutral structure mock-up includes individual layer two and run across shear wall structure, two across frame structure, two across steel construction, one pair
Ladder, the assembled arthitecutral structure mock-up basis are 300 raft foundations, and arrangement of reinforcement is the@150 of double-layer double-direction grade III steel 10,
The exterior wall of the shear wall structure is that exterior wall is 60mm+30mm (insulation)+200mm structures, the binding side of the shear wall structure
It is PCF plates at edge component, the PCF plate thickness is 60mm+30mm (insulation), 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 are connected using single with double sleeve fashion,
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+, and the floor shows
Pour and be connected with overlapping by girder rib, three kinds are connected using post-cast strip connection, the connection of close piece, whole plate between the floor and floor
Connected mode, described two are overlapped across frame structure using prefabricated frame trestle 400X400, Vierendeel girder 200X500 and laminated floor slab
The cast-in-place 80mm and PK50mm+90mm plates of 60mm+ are prefabricated, and described two use steel column H400*200*8*12, girder steel across steel construction
H400*200*8*12 makes, and the peripheral protective of the assembled arthitecutral structure mock-up uses 50mm+50mm (insulation)+50mm
Thickness, roofing set fixed hinge using profiled sheet, laminated floor slab, described double terraced one end of race, and the other end sets sliding hinge.
Further, the assembled arthitecutral structure mock-up span is 15m, width 10m.
Further, the turning connecting node of the exterior wall of the shear wall structure and exterior wall is more than or equal at 1, the shearing
The interior wall of wall construction is more than or equal at 1 with interior wall connecting node, and the interior wall and exterior wall tie point of the shear wall structure are big
At equal to 1, the cast-in-place node part reinforcing bar colligation of assembled arthitecutral structure mock-up is more than or equal at 1, assembled architecture
The turning of structure 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 includes prefabricated sandwich sandwich concrete shear exterior wall, 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
The prefabricated sandwich sandwich concrete shear outer surface of wall, which embodies, 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 on the hole of pulp hole with embodying coupling beam
Joint structure.
Further, the PCF plates can show PCF plates structural element, insulation tension member, the PCF plates exposed part
Cast-in-place node.
Further, it is 60 ㎜ by the cast-in-place lower concrete thickness with the floor of overlapping of girder rib, exposed part purlin
Frame muscle, the exposed girder rib do antirust treatment.
Further, the shear wall structure, the floor of overlapping are equipped with interim fixed support, described interim fixed
The inner tube that support includes a diameter of 60 ㎜ outer tube, external diameter corresponding with outer tube is 48 ㎜, 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, the exposed prefabricated post of the assembled arthitecutral structure mock-up and the connection corner node of precast beam and side
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 rear state change of displaying laminated floor slab can be contrasted.
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 and landing beam installation node；
Described two across steel construction steel framework beam using bolt and being welded to connect, the steel framework beam can be opened up
Show the connected mode of wallboard and steel framework beam, the connected mode of floor and steel framework beam and suspension column, described two across
Steel construction includes H profile steel beam and steel column, and rigid connection node and hinged segments can be shown between the H profile steel beam and steel column
Point, the steel column include H profile steel post, and the H profile steel post can show the joint structure of H profile steel post suspension column；
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 a variety of steel house panels displaying.
Beneficial effects of the present invention：
The present invention is visual in image to be expressed assembled architecture primary structure form by the form of mock-up, is
One large-scale assembled architecture Practical training equipment, cover assembling building typical forms, it is representative, present assembled
Typical Technique is built, real training material object component can be combined with the operation of real training key technology, with real training and structure in kind can be showed
Part and joint structure.
Brief description of the drawings
Fig. 1 is the horizontal layout schematic diagram of assembled arthitecutral structure mock-up of the present invention；
Fig. 2 is the outer page board edge joint position node full-page proof schematic diagram of assembled arthitecutral structure mock-up of the present invention；
Fig. 3 is the vertical full-page proof schematic diagram of window opening of assembled arthitecutral structure mock-up of the present invention；
Fig. 4 is the window opening transverse direction full-page proof schematic diagram of assembled arthitecutral structure mock-up of the present invention；
Fig. 5 is the intermediate layer shear wall side bearing structure illustration of assembled arthitecutral structure mock-up of the present invention；
Fig. 6 is the beam-column joints full-page proof schematic diagram of assembled arthitecutral structure mock-up of the present invention；
Fig. 7 is the A-A structural representations in Fig. 6；
Fig. 8 is B-B structural representations in Fig. 6；
Fig. 9 is the beam-column joint full-page proof schematic diagram of assembled arthitecutral structure mock-up of the present invention；
Figure 10 is C-C structural representations in Fig. 9；
Figure 11 is D-D structural representations in Fig. 9；
Figure 12 is the one-way slabs edge joint position reinforcing bar way schematic diagram of assembled arthitecutral structure mock-up of the present invention；
Figure 13 is the hanging plate connecting node schematic diagram of assembled arthitecutral structure mock-up of the present invention；
Figure 14 is that the fixing steel plate of assembled arthitecutral structure mock-up of the present invention shows node facade layout drawing schematic diagram；
Figure 15 is that the fixing steel plate of assembled arthitecutral structure mock-up of the present invention shows nodal plane layout drawing schematic diagram；
Figure 16 is that the Fen Cang of assembled arthitecutral structure mock-up of the present invention and envelope storehouse show node elevation schematic diagram；
Figure 17 is the Fen Cang of assembled arthitecutral structure mock-up of the present invention and envelope storehouse shows that nodal plane diagram is intended to；
Figure 18 is industrialization reinforcing bar and every template node way one；
Figure 19 is industrialization reinforcing bar and every template node way two.
Embodiment
Below in conjunction with the accompanying drawings and specific embodiment the present invention will be further described.
Embodiment 1：As shown in figures 1-19, the present embodiment provides a kind of assembled architecture training equipment system, including assembling
Formula building structure mock-up, the assembled arthitecutral structure mock-up include individual layer two across shear wall structure, two across framework
Structure, two across steel construction, one it is double run ladder, the assembled arthitecutral structure mock-up basis is 300 raft foundations, arrangement of reinforcement
For the@150 of double-layer double-direction grade III steel 10, the exterior wall of the shear wall structure is that exterior wall is 60mm+30mm (insulation)+200mm structures,
It is PCF plates at the confined boundary member of the shear wall structure, the PCF plate thickness is 60mm+30mm (insulation), the shearing
The interior wall thickness of wall construction is 200mm, the upper and lower shear wall structure of the assembled arthitecutral structure mock-up using single and
Double sleeve fashion connection, it is 140mm that the shear wall structure, which corresponds to slab thickness, and it is cast-in-place that the floor includes overlapping 60mm+
80mm, the cast-in-place of the floor are connected with overlapping by girder rib, using post-cast strip connection, close piece between the floor and floor
Connection, whole plate connect three kinds of connected modes, and described two use prefabricated frame trestle 400X400, Vierendeel girder 200X500 across frame structure
And the laminated floor slab overlapping cast-in-place 80mm and PK50mm+90mm plates of 60mm+ are prefabricated, described two use steel column H400* across steel construction
200*8*12, girder steel H400*200*8*12 make, and the peripheral protective of the assembled arthitecutral structure mock-up uses 50mm+
50mm (insulation)+50mm is thick, and roofing sets fixed hinge using profiled sheet, laminated floor slab, described double terraced one end of race, and the other end is set
Put sliding hinge.
Further, the assembled arthitecutral structure mock-up span is 15m, width 10m.
Further, the turning connecting node of the exterior wall of the shear wall structure and exterior wall is more than or equal at 1, the shearing
The interior wall of wall construction is more than or equal at 1 with interior wall connecting node, and the interior wall and exterior wall tie point of the shear wall structure are big
At equal to 1, the cast-in-place node part reinforcing bar colligation of assembled arthitecutral structure mock-up is more than or equal at 1, assembled architecture
The turning of structure 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 includes prefabricated sandwich sandwich concrete shear exterior wall, 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
The prefabricated sandwich sandwich concrete shear outer surface of wall, which embodies, 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 on the hole of pulp hole with embodying coupling beam
Joint structure.
Further, the PCF plates can show PCF plates structural element, insulation tension member, the PCF plates exposed part
Cast-in-place node.
Further, it is 60 ㎜ by the cast-in-place lower concrete thickness with the floor of overlapping of girder rib, exposed part purlin
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, the floor of overlapping are equipped with interim fixed support, described interim fixed
The inner tube that support includes a diameter of 60 ㎜ outer tube, external diameter corresponding with outer tube is 48 ㎜, the pipe can slide tune in outer tube
Length is saved, adjustable range 2-3m, fixing device corresponding with inner tube is provided with the outer tube, using Q235 materials, load-bearing
1-2 tons.
Further, the exposed prefabricated post of the assembled arthitecutral structure mock-up and the connection corner node of precast beam and side
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 rear state change of displaying laminated floor slab can be contrasted.
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 and landing beam installation node；
Described two across steel construction steel framework beam using bolt and being welded to connect, the steel framework beam can be opened up
Show the connected mode of wallboard and steel framework beam, the connected mode of floor and steel framework beam and suspension column, described two across
Steel construction includes H profile steel beam and steel column, and rigid connection node and hinged segments can be shown between the H profile steel beam and steel column
Point, the steel column include H profile steel post, and the H profile steel post can show the joint structure of H profile steel post suspension column；
The shear wall structure is provided with out-hung panel, and the out-hung panel is provided with horizontal joint, vertical seam, embodied horizontal
Seam and the construction way vertically stitched, the roof boarding of the roofing are shown including a variety of steel house panels.
The assembled arthitecutral structure mock-up meets construction standards, safety and stability.
Claims (10)
- A kind of 1. assembled architecture training equipment system, it is characterised in that including assembled arthitecutral structure mock-up, the dress Include individual layer two with formula building structure mock-up to run across steel construction, one pair across frame structure, two across shear wall structure, two Ladder, the assembled arthitecutral structure mock-up basis are 300 raft foundations, and arrangement of reinforcement is the@150 of double-layer double-direction grade III steel 10, The exterior wall of the shear wall structure is that exterior wall is 60mm+30mm (insulation)+200mm structures, the binding side of the shear wall structure It is PCF plates at edge component, the PCF plate thickness is 60mm+30mm (insulation), 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 are connected using single with double sleeve fashion, 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+, and the floor shows Pour and be connected with overlapping by girder rib, three kinds are connected using post-cast strip connection, the connection of close piece, whole plate between the floor and floor Connected mode, described two are overlapped across frame structure using prefabricated frame trestle 400X400, Vierendeel girder 200X500 and laminated floor slab The cast-in-place 80mm and PK50mm+90mm plates of 60mm+ are prefabricated, and described two use steel column H400*200*8*12, girder steel across steel construction H400*200*8*12 makes, and the peripheral protective of the assembled arthitecutral structure mock-up uses 50mm+50mm (insulation)+50mm Thickness, roofing set fixed hinge using profiled sheet, laminated floor slab, described double terraced one end of race, and the other end sets sliding hinge.
- A kind of 2. assembled architecture training equipment system according to right wants 1, it is characterised in that the assembled architecture knot Structure mock-up span is 15m, width 10m.
- 3. a kind of assembled architecture training equipment system according to right wants 1, it is characterised in that the shear wall structure The turning connecting node of exterior wall and exterior wall is more than or equal at 1, and the interior wall of the shear wall structure and interior wall connecting node are more than etc. 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 The reinforcing bar colligation of cast-in-place node part be more than or equal at 1, the turning of assembled arthitecutral structure mock-up and shear wall structure Exterior wall, interior wall connection cast-in-place node use aluminium film technology.
- 4. a kind of assembled architecture training equipment system according to right wants 1, it is characterised in that the shear wall structure Exterior wall includes 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, which embodies, 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, and the grouting hole is with embodying coupling beam node on the hole of pulp hole Construction.
- 5. a kind of assembled architecture training equipment system according to right wants 1, it is characterised in that the PCF plates can be opened up Existing PCF plates structural element, insulation tension member, the PCF plates exposed part cast-in-place node.
- A kind of 6. assembled architecture training equipment system according to right wants 1, it is characterised in that by girder rib it is cast-in-place with The lower concrete thickness of the floor of overlapping is 60 ㎜, exposed part girder rib, and the exposed girder rib does antirust treatment.
- A kind of 7. assembled architecture training equipment system according to right wants 1, it is characterised in that the shear wall structure, The floor of overlapping is equipped with interim fixed support, and the interim fixed support includes a diameter of 60 ㎜ outer tube and outer tube Corresponding external diameter is 48 ㎜ inner tube, the pipe can in outer tube slidable adjustment length, adjustable range 2-3m, on the outer tube It is provided with fixing device corresponding with inner tube.
- A kind of 8. assembled architecture training equipment system according to right wants 1, it is characterised in that the assembled architecture knot 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 is more than 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 are connected at 1；Displaying overlapping can be contrasted The cast-in-place front and rear state change of floor.
- 9. a kind of assembled architecture training equipment system according to right wants 8, it is characterised in that the prefabricated post includes pre- Concrete column processed, the reinforcing bar of the precast concrete column is exposed to be more than or equal at 1, and the precast beam overlaps including precast concrete Beam, the part overlapping position reinforcing bar of the precast concrete composite beam are exposed.
- 10. a kind of assembled architecture training equipment system according to right wants 1, it is characterised in that double race ladders include Precast concrete stair, the precast concrete stair can show staircase boards and landing beam installation node；Described two across steel construction steel framework beam using bolt and being welded to connect, the steel framework beam can show wall The connected mode of plate and steel framework beam, the connected mode 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 post, and the H profile steel post can show the joint structure of H profile steel post suspension column；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 is shown including a variety of steel house panels.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201710927866.0A CN107524231A (en) | 2017-10-09 | 2017-10-09 | A kind of assembled architecture training equipment system |
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| CN201710927866.0A CN107524231A (en) | 2017-10-09 | 2017-10-09 | A kind of assembled architecture training equipment system |
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Cited By (5)
| 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 |
| CN108447335A (en) * | 2018-05-02 | 2018-08-24 | 徐州工业职业技术学院 | A kind of assembled architecture AR imagings simulation training tutoring system |
| CN111009178A (en) * | 2019-12-20 | 2020-04-14 | 重庆房地产职业学院 | Assembled building teaching model |
| CN111161625A (en) * | 2019-12-26 | 2020-05-15 | 齐齐哈尔大学 | Assembly type regenerated straw concrete frame structure teaching model and installation method |
| CN112002208A (en) * | 2020-08-28 | 2020-11-27 | 王月 | Teaching and practical training device for assembling of beam column of fabricated building |
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