CN208889185U - A kind of assembly of shear wall structure training model - Google Patents
A kind of assembly of shear wall structure training model Download PDFInfo
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- CN208889185U CN208889185U CN201820217506.1U CN201820217506U CN208889185U CN 208889185 U CN208889185 U CN 208889185U CN 201820217506 U CN201820217506 U CN 201820217506U CN 208889185 U CN208889185 U CN 208889185U
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Abstract
The utility model discloses a kind of assembly of shear wall structure training models, including operating platform, step model, interior wall model, exterior wall model, PCF Slab, overlapping beam model, stair model, overlapping Slab, template model, overlapping balcony model, independent support, adjustable bearing diagonal and tower crane model；A kind of ratio of assembly of shear wall structure training model of the utility model is between the 1/5 ~ 1/1 of real structure, ratio is big and effect is true to nature, can simulate the work progress such as the component lifting of assembly of shear wall structure, wall installation, Installation of beam slab, stair are installed, template is installed, reinforcing bar binding.Model can repeated disassembled and assembled, be recycled for multiple times, can be improved the learning interest of student in practice-training teaching, the manipulative ability and construction integration capability of exercise student '.Component and material during real training can be recycled, and rubbish is not generated.Structural elements light weight, convenient in carrying can guarantee the personnel safety during operation real training.
Description
Technical field
The utility model relates to prefabricated concrete structure practice teaching technical fields, cut more particularly to a kind of assembled
Power wall construction training model.
Background technique
Prefabricated concrete structure is the major structural types of assembled architecture, and using most in prefabricated concrete structure
More is assembly of shear wall structure, it is suitable for common multilayer and high residential building, and industrialization degree is high, energy conservation and environmental protection, building
Quality is guaranteed.China is in the developing period of assembled architecture, needs to the quantity of assembled architecture worker and technical staff
Ask larger.Some Universities and secondary vocational school have opened up assembled architecture correlated curriculum, the construction of prefabricated concrete structure
Engineering practice is strong, and the culture of student ability needs to complete in conjunction with practice teaching.Since the number of student is more, Practical Project
Site environment it is complicated, the difficulty for carrying out real training using construction site is larger, and the safety of student also cannot be guaranteed.Therefore, it opens
The assembly of shear wall structure training model for sending out repeatable dismounting a set of can meet the needs of school's practical teaching.
Utility model content
The purpose of this utility model is that proposing a kind of assembly of shear wall structure training model.The ratio of this training model
Between the 1/5~1/1 of real structure, model scale is big, and effect is true to nature, and the component that can simulate assembly of shear wall structure rises
Hang, wall installation, Installation of beam slab, stair installation, template installation, reinforcing bar binding etc. work progress.Model can repeated disassembled and assembled, it is more
Secondary recycling, can be improved the learning interest of student in practice-training teaching, and the manipulative ability and construction synthesis of exercise student ' are answered
Use ability.Component and material during real training can be recycled, and rubbish is not generated.Structural elements light weight, convenient in carrying, energy
Guarantee the personnel safety during operation real training.
The technical scheme adopted by the utility model to solve the technical problem is as follows:
A kind of assembly of shear wall structure training model, including operating platform, step model, interior wall model, exterior wall model,
PCF Slab, overlapping beam model, stair model, overlapping Slab, template model, overlapping balcony model, independent support and can
Oblique adjusting support；Interior wall model, exterior wall model, PCF Slab, stair model, independent support and the adjustable bearing diagonal is set
It sets in the operating platform top surface；Overlapping beam model, overlapping Slab and the overlapping balcony model is arranged described
Exterior wall model and interior wall model top, and the described overlapping balcony model and to overlap Slab solid through the independent support
It is fixed；Described adjustable bearing diagonal one end is connect with the exterior wall model and interior wall model, the other end and the operating platform
Connection；The PCF Slab is arranged in four corner locations of the operating platform, and passes through bolt and described outer
Wall model is connected with template model；The step model is arranged in front of the operating platform.
Above-mentioned a kind of assembly of shear wall structure training model, wherein the operating platform includes base station, reserves secretly
Column joint bar, reserved exterior wall assembly muscle and reserved interior wall assemble muscle；The base station is cuboid structure；Several described reserves
The base station top surface is arranged in sleeper joint bar, reserved exterior wall assembly muscle and reserved interior wall assembly muscle.
The step model includes several pedals and terrace at entrance, and the step model is hollow structure.
The interior wall model is cuboid structure；Interior wall carrying bolt there are four being opened up before the interior wall model
Hole, and several interior walls simulation injected hole is arranged in below the interior wall carrying bolt hole；The interior wall model two sides
It is evenly equipped with several interior wall horizontal anchor bars from top to bottom；The interior wall model top surface is evenly equipped with the vertical joint bar of interior wall and interior wall is hung
Ring, and bottom surface is evenly equipped with mounting-positioning holes.
The exterior wall model is cuboid structure, and top surface and two sides are provided with the baffle of protrusion；Described is outer
Door-window opening is provided in the middle part of wall model；Be provided with before the exterior wall model exterior wall carrying bolt hole, template bolt hole and
Exterior wall simulates injected hole, and is evenly equipped with several exterior wall horizontal anchor bars respectively from top to bottom；The exterior wall model top surface setting
There are the vertical joint bar of exterior wall, coupling beam stirrup and exterior wall hanging ring, and each side there is one group of mounting-positioning holes in bottom surface；Described
It is pasted with cystosepiment on the inside of baffle, and the cystosepiment is identical as the baffle dimensions.
The PCF Slab is L physique structure, and outside is L shape hard template, and inside is L shape foam heat-insulating board；It is described
PCF Slab two rows of split bolt holes are distributed with from top to bottom.
The overlapping beam model is cuboid structure；The overlapping beam model two sides offer a rectangle respectively
Groove, and it is provided with a pair of of beam-ends joint bar；The overlapping beam model top surface is evenly equipped with several overlapping stirrups in the axial direction,
The overlapping beam model top surface is provided with a pair of of beam body hanging ring.
The stair model include two blocks of zigzag side plates and at least six pieces of rectangle pedals, the rectangle pedal with
The zigzag side plate bonding is integral；First piece respectively offers a pair of of mounting hole with the top of pedal described in last block,
A pair of of hole for hoist is respectively offered on pedal described in second piece and second from the bottom piece, is intervally distributed with hand-rail bolt on intermediate pedal
Hole.
The overlapping Slab includes superimposed sheet bottom plate, several superimposed sheet joint bars and several superimposed sheet truss bars；Institute
The bottom plate stated is rectangular configuration, and several superimposed sheet joint bars are distributed in described four sides of superimposed sheet bottom plate；Several institutes
The truss bars stated are evenly arranged on the superimposed sheet plate top surface；There are four folded for described four corner settings of superimposed sheet bottom plate
Plywood hanging ring.
The template model is L physique structure, including form surfacing, to erect stupefied and cross stupefied；The stupefied middle part of cross opens up
There is bolt center hole.
The overlapping balcony model includes overlapping balcony floor, anti-edge and balcony truss bars；Described is anti-along position
In the two sides and front of the overlapping balcony floor, and the overlapping balcony is arranged in the balcony truss bars
Plate top surface；The horizontal joint bar of several balconies is extended with behind the anti-edge and overlapping balcony floor；It is described anti-along above having
Four balcony holes for hoist.
The composite beam, superimposed sheet and the lower section for overlapping balcony is arranged in the independent support；The independence
Support is made of hollow steel pipe.
The adjustable bearing diagonal is for fixed the interior wall model and exterior wall model；The adjustable bearing diagonal is by sky
Heart steel pipe is made and is distributed in pairs.
Above-mentioned a kind of assembly of shear wall structure training model, wherein further include tower crane model；The tower crane model
It is arranged on the outside of the operating platform；The tower crane model includes column, cantilever, pull rod, sport car and ballast box；；Institute
The column stated is arranged on the outside of the operating platform, and the column top is arranged in the cantilever；The ballast box
It is arranged on the cantilever with sport car, and described pull rod one end is connect with the column, the other end is hanged with described
Arm connection.
Above-mentioned a kind of assembly of shear wall structure training model, wherein the reserved sleeper joint bar, reserved exterior wall dress
Arrangement of reinforcement, reserved interior wall assemble muscle, interior wall horizontal anchor bar, exterior wall horizontal anchor bar, the vertical joint bar of interior wall, the vertical joint bar of exterior wall, coupling beam
Stirrup, overlapping stirrup, beam-ends joint bar, interior wall hanging ring, exterior wall hanging ring, beam body hanging ring, superimposed sheet truss bars, balcony Truss Steel
Muscle, superimposed sheet joint bar, balcony joint bar and superimposed sheet hanging ring are made of metal material.
Above-mentioned a kind of assembly of shear wall structure training model, wherein the operating platform base station side is provided with
Window simulates partly-exposed basement structure；The operating platform height can be 150~450mm according to the ratio setting of training model.
Above-mentioned a kind of assembly of shear wall structure training model, wherein the step model and the operation are flat
Platform height is identical；The PCF Slab is identical as the exterior wall model height；The template model and the interior wall
Model height is identical.
Above-mentioned a kind of assembly of shear wall structure training model, wherein the interior wall model and interior wall model is by ABS
Plastics are made, and are hollow structure；The vertical joint bar of the interior wall is double dislocation arrangement.
Above-mentioned a kind of assembly of shear wall structure training model, wherein described and exterior wall model is by ABS plastics system
At, and be hollow structure；The vertical joint bar quantity of the exterior wall is no less than 8.
Above-mentioned a kind of assembly of shear wall structure training model, wherein the overlapping beam model is by ABS plastics system
At, and be hollow structure；The beam-ends joint bar is the spiral of 90 ° of crotches of band.
Above-mentioned a kind of assembly of shear wall structure training model, wherein the exterior wall model junction, interior wall model
Intert several sleeper reinforcing bars in junction.
In conclusion the utility model has the beneficial effects that:
One, model quality is light, can repeated disassembled and assembled and reuse, can improve the learning interest of student, training of students it is dynamic
Hand ability improves teaching efficiency.
Two, simulation effect is true to nature, can simulate component lifting, the component installation, support of true assembly of shear wall structure
The work progress such as installation, template installation, reinforcing bar binding, real training are comprehensive strong.
Three, it is small to occupy real training place, does not generate rubbish during real training, instruction cost can be reduced.
Four, main member model uses hollow structure, and single component quality is light, can produce large-scale model, can protect
Confirm the operating space of training teaching.
Five, single component is light-weight, and student can easily move, easy disassembly, and can guarantee personnel during real training
Safety.
The feature and advantage of the utility model will be described in detail by embodiment combination attached drawing.
Detailed description of the invention
Fig. 1 is a kind of structural schematic diagram of assembly of shear wall structure training model of the utility model.
Fig. 2 is a kind of operating platform schematic diagram of assembly of shear wall structure training model of the utility model.
Fig. 3 is a kind of step model schematic diagram of assembly of shear wall structure training model of the utility model.
Fig. 4 is a kind of interior wall model schematic of assembly of shear wall structure training model of the utility model.
Fig. 5 is a kind of exterior wall model schematic of assembly of shear wall structure training model of the utility model.
Fig. 6 is a kind of PCF Slab schematic diagram of assembly of shear wall structure training model of the utility model.
Fig. 7 is a kind of composite beam model schematic of assembly of shear wall structure training model of the utility model.
Fig. 8 is a kind of stair model schematic of assembly of shear wall structure training model of the utility model.
Fig. 9 is a kind of superimposed sheet model schematic of assembly of shear wall structure training model of the utility model.
Figure 10 is a kind of template model schematic diagram of assembly of shear wall structure training model of the utility model.
Figure 11 is a kind of overlapping balcony model schematic of assembly of shear wall structure training model of the utility model.
Specific embodiment
The utility model is described further with reference to the accompanying drawings of the specification:
It refers to described in attached drawing 1 to attached drawing 11, a kind of assembly of shear wall structure training model, including operating platform 1, platform
Rank model 2, interior wall model 3, exterior wall model 4, PCF Slab 5, overlapping beam model 6, stair model 7, overlapping Slab 8, template
Model 9, overlapping balcony model 10, independent support 11, adjustable bearing diagonal 12 and tower crane model 13；It is the interior wall model 3, outer
The operating platform 1 is arranged in wall model 4, PCF Slab 5, stair model 7, independent support 11 and adjustable bearing diagonal 12
Top surface；4 and of exterior wall model is arranged in overlapping beam model 6, overlapping Slab 8 and the overlapping balcony model 10
3 top of interior wall model, and the overlapping balcony model 10 and overlapping Slab 8 is fixed through the independent support 11；Institute
12 one end of adjustable bearing diagonal stated is connect with the exterior wall model 4 or interior wall model 3, and the other end and the operation are flat
Platform 1 connects；Four corner locations of the operating platform 1 are arranged in the PCF Slab 5, and pass through bolt and institute
Exterior wall model 4 and template model 9 connection stated；The step model 2 is located at 1 front of operating platform.
The operating platform includes that base station 101, reserved sleeper insert 102, reserved exterior wall assembly muscle 103 and reserved interior wall
Assemble muscle 104；The base station 101 is cuboid structure；Several reserved sleeper joint bars 102, reserved exterior wall assemble muscle
103 and reserved interior wall assembly muscle 104 101 top surface of base station is set.
The step model 2 includes pedal 201 and terrace at entrance 202, and the step platform 2 is hollow knot
Structure.
The interior wall model 3 be cuboid structure, the interior wall model 3 open up in front there are four interior wall support spiral shell
Keyhole 301, and several interior walls simulation injected hole 302 is arranged in below the interior wall carrying bolt hole 301；Described is interior
3 two sides of wall model are evenly equipped with interior wall horizontal anchor bar 303 respectively from top to bottom；3 top surface of interior wall model is evenly equipped with interior wall
Vertical joint bar 304 and interior wall hanging ring 305；3 bottom surface of interior wall model is evenly equipped with mounting-positioning holes.
The exterior wall model 4 is cuboid structure, and there are the baffle 401 of protrusion in top surface and two sides；Described is outer
Door-window opening 402 is provided in the middle part of wall model 4；Exterior wall carrying bolt hole 403, template spiral shell are provided with before the exterior wall model 4
Keyhole 404 and exterior wall simulate injected hole 405, and are evenly equipped with several exterior wall horizontal anchor bars 406 respectively from top to bottom；Described
4 top surface of exterior wall model is provided with the vertical joint bar 407 of exterior wall, coupling beam stirrup 408 and exterior wall hanging ring 409, and bottom surface or so two
Respectively there is one group of mounting-positioning holes in side；Cystosepiment 410, and 410 size of cystosepiment are pasted on the inside of the baffle 401
It is identical as 401 size of baffle.
The PCF Slab 5 is L physique structure, and outside is L shape hard template 501, and inside is L shape foam heat-insulating board
502；Two rows of split bolt holes 503 are distributed in the PCF Slab 5 from top to bottom.
The overlapping beam model 6 is cuboid structure；6 two sides of overlapping beam model offer a square respectively
Connected in star 601, and it is provided with a pair of of beam-ends joint bar 602；6 top surface of overlapping beam model is evenly equipped with several in the axial direction
Stirrup 603 is overlapped, 6 top surface of overlapping beam model is provided with a pair of of beam body hanging ring 604.
The stair model 7 includes two blocks of zigzag side plates 701 and at least six pieces of rectangle pedals 702, the square
Shape pedal 702 is be bonded with the zigzag side plate 701 integral；First piece each with 701 top of pedal described in last block
A pair of of mounting hole 703 is offered, respectively offers a pair of of hole for hoist 704 on pedal 701 described in second piece and second from the bottom piece,
Hand-rail bolt hole 705 is intervally distributed on intermediate pedal 701.
The overlapping Slab 8 includes superimposed sheet bottom plate 801, several superimposed sheet joint bars 802 and several superimposed sheet Truss Steels
Muscle 803；The superimposed sheet bottom plate 801 is rectangular configuration, and several superimposed sheet joint bars 802 are distributed in the overlapping
801 4 sides of board bottom plate；Several truss bars 803 are evenly arranged on 801 top surface of superimposed sheet bottom plate；Described
There are four superimposed sheet hanging rings 804 for the setting of 801 4 corner of superimposed sheet bottom plate.
The template model 9 be L physique structure, including form surfacing 901, erect stupefied 902 and cross stupefied 903；The cross is stupefied
903 middle parts offer bolt center hole 904.
The overlapping balcony model 10 includes overlapping balcony floor 1001, instead along 1002 and balcony truss bars 1003；
The anti-two sides and front for being located at the overlapping balcony floor 1001 along 1002, and the balcony truss bars
1003 are arranged in 1001 top surface of overlapping balcony floor；If the anti-rear end face along 1002 and bottom plate 1001 is extended with
The dry horizontal joint bar 1004 of balcony；It is described that anti-there are four balcony holes for hoist 1005 along 1002.
Composite beam 6, superimposed sheet 8 and the lower section for overlapping balcony 10 is arranged in the independent support 11；The independence
Support 11 is made of hollow steel pipe.
The adjustable bearing diagonal 12 is for fixed the interior wall model 3 and exterior wall model 4；The adjustable bearing diagonal
12 are made of hollow steel pipe and are distributed in pairs.
A kind of above-mentioned assembly of shear wall structure training model, further includes tower crane model 13；The tower crane model 13
1 outside of operating platform is set；The tower crane model 13 includes column 1301, cantilever 1302, pull rod 1303, sport car
1304 and ballast box 1305；；1 outside of operating platform is arranged in the column 1301, and the cantilever 1302 is set
It sets on 1301 top of column；The ballast box 1305 and sport car 1304 is arranged on the cantilever 1302, and
Described 1303 one end of pull rod is connect with the column 1301, and the other end is connect with the cantilever 1302.
Preferably, the reserved sleeper joint bar 102, reserved exterior wall assemble muscle 103, reserved interior wall assembles muscle 104, interior
Wall horizontal anchor bar 303, exterior wall horizontal anchor bar 406, interior wall vertical joint bar 304, coupling beam stirrup 408, are folded the vertical joint bar 407 of exterior wall
Close stirrup 603, beam-ends joint bar 602, interior wall hanging ring 305, exterior wall hanging ring 409, beam body hanging ring 604, superimposed sheet truss bars 803,
Balcony truss bars 1003, superimposed sheet joint bar 802, balcony joint bar 1004 and superimposed sheet hanging ring 804 are made of metal material.
Preferably, 101 side of operating platform base station is provided with window simulation partly-exposed basement structure；The operation
Platform 1 can be highly 150~450mm according to the ratio setting of training model.
Preferably, the step model 2 is identical as 1 height of operating platform；The PCF Slab 5 and institute
4 height of exterior wall model stated is identical；The template model 9 is identical as 3 height of interior wall model.
Preferably, the interior wall model 3 is made of ABS plastic, and is hollow structure；The vertical joint bar of the interior wall
304 arrange for double dislocation.
Preferably, the exterior wall model 2 is made of ABS plastic, and is hollow structure；The vertical joint bar of the exterior wall
407 quantity are no less than 8.
Preferably, the overlapping beam model 6 is made of ABS plastic, and is hollow structure；The beam-ends joint bar
602 be the spiral of 90 ° of crotches of band.
Preferably, 4 junction of exterior wall model, 3 junction of interior wall model and exterior wall model 4 and interior wall model 3 are handed over
It meets place and several sleeper reinforcing bars 14 is installed.
A kind of course of work of assembly of shear wall structure training model of the utility model is by embodiment one and implements
Example two is illustrated.
Embodiment one, the installation real training course of work.Steps are as follows:
Step 1: it is corresponding to drawing to lift the interior wall model 3 and exterior wall model 4 using the tower crane model 13
Above position, interior wall model 3 described in righting and 4 position of exterior wall model are mounted on it on operating platform 1, operation
The tower crane model 13 declines the interior wall model 3 and exterior wall model 4 slowly, and uses the adjustable inclined
Support 11 is fixed temporarily.
Step 2: the independent support 11 is placed in the beam middle line corresponding position on the operating platform 1, adjust
11 height of independent support are flushed with the 6 bottom absolute altitude of overlapping beam model, lift described fold using tower crane model 13
It closes above beam model 6 to drawing corresponding position, overlapping beam model 6 described in righting makes its slowly land to the independence branch
In support 11.
Step 3: the independent support 11 to be placed in pair of overlapping Slab 8 described on the operating platform 1
Position is answered, adjusting 11 height of independent support flushes it with the 8 board bottom absolute altitude of overlapping Slab, using described
Tower crane model 13 lifts above the overlapping Slab 8 to drawing corresponding position, and overlapping Slab 8 described in righting keeps it slow
It is slow to drop in the independent support 11.
Step 4: the independent support 11 is placed in overlapping balcony model 10 described on the step model 2
Corresponding position, adjusting 11 height of independent support flushes it with the 10 bottom surface absolute altitude of overlapping balcony model, makes
It is lifted above the overlapping balcony model 10 to drawing corresponding position with the tower crane model 13, the sun of overlapping described in righting
Platform model 10 makes on its slowly land to the independent support 11.
Step 5: being lifted above the stair model 7 to drawing corresponding position using the tower crane model 13, righting
7 position of stair model is mounted on it on operating platform 1.
Step 6: in 4 junction of exterior wall model, 3 junction of interior wall model and exterior wall model 4 and interior wall model 3
Junction is installed by several sleeper reinforcing bars 14.
Step 7: by the PCF Slab 5, template model 9 and the interior wall model 3 or exterior wall model 4 with to drawing
It is bolted.
Embodiment two, model split the course of work.Steps are as follows:
Step 1: unclamping split bolt and removing PCF Slab 5 and template model 9 and put tool storage area.
Step 2: slinging the model of slabs 8 using the tower crane model 13, the tower crane 13 is rotated by institute
The model of slabs 8 stated is placed in component storage area, removes the independent support 11.
Step 3: slinging the stair model 7 using the tower crane model 13, rotating the tower crane model 13 will
The stair model 7 is placed in component storage area.
Step 4: slinging the overlapping beam model 6 using the tower crane model 13, the tower crane model 13 is rotated
The overlapping beam model 6 is placed in component storage area.
Step 5: removing the adjustable bearing diagonal 12, the interior wall model 3 is sling using the tower crane model 13
And exterior wall model 4, it rotates the tower crane model 13 the interior wall model 3 and exterior wall model 4 is placed in component and deposit
Put area.
Above-described embodiment is the explanation to the utility model, is not the restriction to the utility model, those skilled in the art
It can according to need the modification that not creative contribution is made to the present embodiment after reading this specification, but as long as in this reality
With in novel scope of the claims all by the protection of Patent Law.Scheme after any pair of the utility model simple transformation belongs to
In the protection scope of the utility model.
Claims (10)
1. a kind of assembly of shear wall structure training model, it is characterised in that: including operating platform, step model, interior wall model,
Exterior wall model, PCF Slab, overlapping beam model, stair model, overlapping Slab, template model, overlapping balcony model, independence
Support and adjustable bearing diagonal；The interior wall model, exterior wall model, PCF Slab, stair model, independent support and can
The operating platform top surface is arranged in oblique adjusting support；Overlapping beam model, overlapping Slab and the overlapping balcony model
The exterior wall model and interior wall model top are set, and the overlapping balcony model and overlapping Slab are through described
Independent support is fixed；Described adjustable bearing diagonal one end is connect with the exterior wall model and interior wall model, the other end with it is described
Operating platform connection；Four corner locations of the operating platform are arranged in the PCF Slab, and pass through bolt
It is connect with the exterior wall model and template model；The step model is arranged in front of the operating platform.
2. a kind of assembly of shear wall structure training model according to claim 1, it is characterised in that: the operation is flat
Platform includes base station, reserved sleeper joint bar, reserved exterior wall assembly muscle and reserved interior wall assembly muscle；The base station is cuboid knot
Structure；The base station top is arranged in several reserved sleeper joint bars, reserved exterior wall assembly muscle and reserved interior wall assembly muscle
Face,
The step model includes several pedals and terrace at entrance, and the step model is hollow structure,
The interior wall model is cuboid structure；Interior wall carrying bolt hole there are four being opened up before the interior wall model, and
And several interior wall simulation injected holes are arranged in below the interior wall carrying bolt hole；The interior wall model two sides from upper and
Under be evenly equipped with several interior wall horizontal anchor bars；The interior wall model top surface is evenly equipped with the vertical joint bar of interior wall and interior wall hanging ring, and
Bottom surface is evenly equipped with mounting-positioning holes,
The exterior wall model is cuboid structure, and top surface and two sides are provided with the baffle of protrusion；The outer wall mould
Door-window opening is provided in the middle part of type；Exterior wall carrying bolt hole, template bolt hole and exterior wall are provided with before the exterior wall model
Injected hole is simulated, and is evenly equipped with several exterior wall horizontal anchor bars respectively from top to bottom；The exterior wall model top surface is provided with outer
The vertical joint bar of wall, coupling beam stirrup and exterior wall hanging ring, and each side there is one group of mounting-positioning holes in bottom surface；The baffle
Inside is pasted with cystosepiment, and the cystosepiment is identical as the baffle dimensions,
The PCF Slab is L physique structure, and outside is L shape hard template, and inside is L shape foam heat-insulating board；Described
Two rows of split bolt holes are distributed in PCF Slab from top to bottom,
The overlapping beam model is cuboid structure；It is recessed that the overlapping beam model two sides offer a rectangle respectively
Slot, and it is provided with a pair of of beam-ends joint bar；The overlapping beam model top surface is evenly equipped with several overlapping stirrups, institute in the axial direction
The overlapping beam model top surface stated is provided with a pair of of beam body hanging ring,
The stair model include two blocks of zigzag side plates and at least six pieces of rectangle pedals, the rectangle pedal with it is described
Zigzag side plate bonding it is integral；Respectively offer a pair of of mounting hole at the top of pedal described in first piece and last block, second
A pair of of hole for hoist is respectively offered on pedal described in block and second from the bottom piece, hand-rail bolt hole is intervally distributed on intermediate pedal,
The overlapping Slab includes superimposed sheet bottom plate, several superimposed sheet joint bars and several superimposed sheet truss bars；Described
Bottom plate is rectangular configuration, and several superimposed sheet joint bars are distributed in described four sides of superimposed sheet bottom plate；Described in several
Truss bars are evenly arranged on the superimposed sheet plate top surface；Described four corners of bottom plate are arranged there are four superimposed sheet hanging ring,
The template model is L physique structure, including form surfacing, to erect stupefied and cross stupefied；The stupefied middle part of cross offers spiral shell
Bolt center hole,
The overlapping balcony model includes overlapping balcony floor, anti-edge and balcony truss bars；Described is anti-along positioned at institute
The two sides and front for the overlapping balcony floor stated, and the overlapping balcony floor is arranged in the balcony truss bars
Top surface；The horizontal joint bar of several balconies is extended with behind the anti-edge and overlapping balcony floor；It is described anti-there are four upper
Balcony hole for hoist,
The composite beam, superimposed sheet and the lower section for overlapping balcony is arranged in the independent support；The independent support
It is made of hollow steel pipe,
The adjustable bearing diagonal is for fixed the interior wall model and exterior wall model；The adjustable bearing diagonal is by hollow steel
Pipe is made and is distributed in pairs.
3. a kind of assembly of shear wall structure training model according to claim 2, it is characterised in that: further include tower crane mould
Type；The tower crane model is arranged on the outside of the operating platform；The tower crane model includes column, cantilever, pull rod, race
Vehicle and ballast box；The column is arranged on the outside of the operating platform, and the cantilever is arranged on the column
Portion；The ballast box and sport car is arranged on the cantilever, and described pull rod one end is connect with the column, separately
One end is connect with the cantilever.
4. a kind of assembly of shear wall structure training model according to claim 3, it is characterised in that: described is reserved dark
Column joint bar, reserved exterior wall assembly muscle, reserved interior wall assembly muscle, interior wall horizontal anchor bar, exterior wall horizontal anchor bar, the vertical joint bar of interior wall,
The vertical joint bar of exterior wall, coupling beam stirrup, overlapping stirrup, beam-ends joint bar, interior wall hanging ring, exterior wall hanging ring, beam body hanging ring, overlapping plate girder
Reinforcing bar, balcony truss bars, superimposed sheet joint bar, balcony joint bar and superimposed sheet hanging ring are made of metal material.
5. a kind of assembly of shear wall structure training model according to claim 1, it is characterised in that: the operation is flat
Stylobate platform side is provided with window simulation partly-exposed basement structure；The operating platform height can be set according to the ratio of training model
It is set to 150~450mm.
6. a kind of assembly of shear wall structure training model according to claim 1, it is characterised in that: the step mould
Type is identical as the operating platform height；The PCF Slab is identical as the exterior wall model height；The template
Model is identical as the interior wall model height.
7. a kind of assembly of shear wall structure training model according to claim 1, it is characterised in that: the interior wall mould
Type is made of ABS plastic, and is hollow structure；The vertical joint bar of the interior wall is double dislocation arrangement.
8. a kind of assembly of shear wall structure training model according to claim 1, it is characterised in that: described and exterior wall
Model is made of ABS plastic, and is hollow structure；The vertical joint bar quantity of the exterior wall is no less than 8.
9. a kind of assembly of shear wall structure training model according to claim 2, it is characterised in that: the composite beam
Model is made of ABS plastic or solid wood, and internal is hollow structure；The beam-ends joint bar is the screw-thread steel of 90 ° of crotches of band
Muscle.
10. a kind of assembly of shear wall structure training model according to claim 1, it is characterised in that: the exterior wall
Several sleeper reinforcing bars are interted in model junction, interior wall model junction.
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| Application Number | Priority Date | Filing Date | Title |
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| CN201820217506.1U CN208889185U (en) | 2018-02-07 | 2018-02-07 | A kind of assembly of shear wall structure training model |
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| Application Number | Priority Date | Filing Date | Title |
|---|---|---|---|
| CN201820217506.1U CN208889185U (en) | 2018-02-07 | 2018-02-07 | A kind of assembly of shear wall structure training model |
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| Publication Number | Publication Date |
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| CN208889185U true CN208889185U (en) | 2019-05-21 |
Family
ID=66491901
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| Application Number | Title | Priority Date | Filing Date |
|---|---|---|---|
| CN201820217506.1U Active CN208889185U (en) | 2018-02-07 | 2018-02-07 | A kind of assembly of shear wall structure training model |
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| Country | Link |
|---|---|
| CN (1) | CN208889185U (en) |
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2018
- 2018-02-07 CN CN201820217506.1U patent/CN208889185U/en active Active
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Effective date of registration: 20201023 Address after: Room 802, 8 / F, building a, 4760 Jiangnan Avenue, Puyan street, Binjiang District, Hangzhou City, Zhejiang Province 310000 Patentee after: Hangzhou Jiuqu Technology Co., Ltd Address before: 313000 Huzhou, Wuxing, Zhejiang 788 white lotus road 788 Jinlong Jia Yuan 46 501 Patentee before: Huang Kun |
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