CN105761609B - Reassembling type building element steel reinforcement cage model - Google Patents
Reassembling type building element steel reinforcement cage model Download PDFInfo
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- CN105761609B CN105761609B CN201610133142.4A CN201610133142A CN105761609B CN 105761609 B CN105761609 B CN 105761609B CN 201610133142 A CN201610133142 A CN 201610133142A CN 105761609 B CN105761609 B CN 105761609B
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- calliper rule
- slide calliper
- principal rod
- stirrup
- building element
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- 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
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- Business, Economics & Management (AREA)
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- Educational Administration (AREA)
- Educational Technology (AREA)
- General Physics & Mathematics (AREA)
- Theoretical Computer Science (AREA)
- Reinforcement Elements For Buildings (AREA)
Abstract
The invention discloses a kind of reassembling type building element steel reinforcement cage models, belong to teaching and schooling apparatus technical field.Including principal rod, stirrup, lacing wire, the binding strap for fixing each reinforcing bar and the slide calliper rule that principal rod is auxiliarily fixed；Slide calliper rule contain ruler, square and semi-circle ruler, which is provided with multiple card holes for being inserted into and positioning principal rod and are used for slide calliper rule fixed pin hole and pin each other；Principal rod is fixed by the card hole auxiliary positionings of slide calliper rule constitutes building element main reinforcement skeleton, and stirrup fixes with lacing wire engagement sleeves on skeleton and by binding strap, is combined with principal rod and constitutes building element reinforcement cage structure frame.Principal rod is auxiliarily fixed by slide calliper rule segmentation, then covers stirrup and lacing wire and is fixed with binding strap, finally removes slide calliper rule, you can building element steel reinforcement cage model needed for obtaining.Have many advantages, such as can easily a variety of building iron cage models such as composite assembly column, fine strain of millet, pile foundation, convenient for quick and precisely grasp building iron construction knowledge, be suitable for civil engineering teaching, real training and study use.
Description
Technical field
The present invention relates to a kind of building element steel reinforcement cage model, especially a kind of reassembling type building element steel reinforcement cage model,
Suitable for teaching of the civil engineering class in relation to reinforcing bar course and real training.
Background technology
Modern house, building mostly use reinforced concrete structure, safety mainly to be provided safeguard by reinforcing bar.Therefore,
Accurately design, budget and assembling reinforcement are particularly important.The construction drawing of reinforced concrete structure is using plane holistic approach come table
Up to reinforcing bar, this method is more efficient, but in default of the three-view diagram or teaching aid of concrete structure reinforcing bars, it appears and it is relatively more abstract, just
Scholar and student are difficult to grasp reinforcement constitution fast and accurately by plan view.Learner is thus often influenced to architectural construction
Mastery of knowledge and learning effect.The construction for grasping bad reinforced concrete structure is difficult to grasp design, budget and binding work
Make, the safety of building also cannot just ensure.
The building element bar construction model for being presently used for study, teaching and real training is also more rare, and can be torn open
Dress transformation, adapting to the model teaching aid that various structure demonstrations and study need, there is not been reported and uses.Due to building element reinforcing bar
Structure type it is various, during study, teaching and real training, need one kind that can carry out various combination, performance can be converted
Various structures model, bar construction model teaching aid convenient for disassembly and assembly, to avoid the making of a large amount of models, convenient for teaching, reduce at
This.
Invention content
The technical problem to be solved in the present invention is to provide one kind can carrying out various combination, can convert performance various structures
Form, reassembling type building element steel reinforcement cage model convenient for disassembly and assembly are used for study, teaching and the real training of building iron structure, side
Learner is helped to understand reinforced concrete structure knowledge, improve study, teaching and real training efficiency.
In order to solve the above technical problems, the present invention proposes a kind of reassembling type building element steel reinforcement cage model, including more
It principal rod 1 and stirrup 3, multiple binding straps 4 for fixing principal rod 1 and stirrup 3 and multiple is used to that principal rod to be auxiliarily fixed
1 slide calliper rule 2, slide calliper rule 2 are equipped with multiple pin hole B for positioning the card hole A of principal rod 1 and itself being fixed to each other for slide calliper rule 1,
Principal rod 1 can be inserted into the card hole A of slide calliper rule 2, and slide calliper rule 2, which are matched, to be useful for being inserted into the pin C that its pin hole B is fixed to each other；Stress
Muscle 1 is auxiliarily fixed by the card hole A on multiple slide calliper rule constitutes building element main reinforcement skeleton, and stirrup 3 is along height or length direction set
It is fixed on component main reinforcement skeleton and by binding strap 4, is combined with principal rod and constitute building element reinforcement cage structure frame（As column, beam,
The building element steel reinforcement cage of the shapes such as pile foundation）.
The model further includes the lacing wire 5 of the principal rod for drawing solid relative position, is used for and vertical muscle 1, stirrup 3, binding
Coordinate the assembled building element steel reinforcement cage model for carrying lacing wire together with 4.
More principal rods 1 of model are placed in the card hole A for the more set slide calliper rule hoops being composed of multiple slide calliper rule 2, and auxiliary is solid
Determine into the building elements main reinforcement skeleton such as column, fine strain of millet, pile foundation, plate（Such as rectangular column skeleton, circular columns skeleton, rectangle beam framework, sheet plate
Skeleton etc.）, stirrup 3 and lacing wire 5 are fixed on by binding strap 4 on main reinforcement skeleton.Required slide calliper rule hoop is generally two sets or more, for
Assembled shorter or shorter model, can be used two sets, and the model of higher or longer check, then needs using more sets, with specific reference to
Actual needs determines.The compartment of stirrup 3 on component main reinforcement skeleton can be equidistantly or to differ away from determining according to actual needs
Away from.By the fixation of stirrup 3 and principal rod, the various combination of lacing wire and binding strap 4, it is each that column, beam, plate, pile foundation etc. can be formed
Kind building element reinforcement cage structure model.
The quantity and size of card hole A and pin hole B on the slide calliper rule 2 of model are real according to size of concrete model, principal rod etc.
Border it needs to be determined that, shape can be the circular hole etc. coordinated with principal rod or pin, and size is matched with principal rod or pin, guarantor
Card is inserted into, takes out, and cutting ferrule, which is lived corresponding reinforcing bar or inserted, takes corresponding pin to fix slide calliper rule.Pin C can be common pin
Nail, screw, bolt etc. are selected with specific reference to actual needs.
The principal rod 1 includes no crotch principal rod（1-1）And have crotch principal rod（1-2）Two types have crotch vertical
Muscle 1-2 is divided into as one end band crotch and both ends with two kinds of situations of crotch, i.e. one or two end of the principal rod of linear is curved
Folding.No crotch principal rod 1-1 is for showing column, pile foundation, plate（Lower rebar mesh sheet）Equal rebar models, there is crotch principal rod 1-2
For showing beam or plate（Upper reinforcement mesh sheet）Rebar model.
The stirrup 3 includes rectangle hoop 3-1, ring-shaped stirrup 3-2 and tri- kinds of spiral u stirrup 3-3, and rectangle hoop 3-1 is used
In cooperation principal rod into the assembly of the steel reinforcement cages model such as cross girders, rectangular column, ring-shaped stirrup 3-2 and spiral u stirrup 3-3 for matching
Close the assembly that principal rod carries out the steel reinforcement cages models such as circular columns, pile foundation.
The slide calliper rule 2 include straight slide calliper rule, right angle slide calliper rule and semicircle slide calliper rule three types.Two right-angle sides of right angle slide calliper rule with
Straight slide calliper rule are identical.Straight slide calliper rule or right angle slide calliper rule are for being combined into the inside rectangular card ruler ferrules of card hole A（Four straight slide calliper rule or two are straight
Angle slide calliper rule are by pin fixed Combination at a set of rectangular card ruler ferrule）, the assembly of the steel reinforcement cages model such as mate-assist beam, rectangular column.
Semicircular arc slide calliper rule are for being combined into the outside circular card ruler ferrules of card hole A（Two slide calliper rule are by pin fixed Combination at a set of circle
Shape slide calliper rule hoop）, the assembly of the steel reinforcement cages model such as mate-assist pile foundation, circular columns.The length or semicircular arc of linear slide calliper rule
The radius of ruler is determined according to the actual needs of model size, and the assembly of model needed for principal rod, completion can be auxiliarily fixed and expire
The needs that foot is imparted knowledge to students, learnt.
Card hole A and pin hole B on the slide calliper rule 2 prolong slide calliper rule length（The length of side）Distinguish in a row-shaped or arc-shaped equideparture in direction
Row setting（Row pattern is directed to straight slide calliper rule and right angle slide calliper rule, and arc-shaped is directed to semicircle slide calliper rule, the distribution of two round uniform parallels）, card hole A
Set on edge on the inside or outside of slide calliper rule and with jagged（Semicircle slide calliper rule are arranged along circumferential periphery）.Principal rod 1 can pass perpendicularly through
Card hole A can also be pulled out from the sides card hole A indentation, there；Pin hole B is set to slide calliper rule medium position（Pin hole B on semicircle slide calliper rule is leaned on
Two ends medium position）, the fixation of slide calliper rule 2 is realized by inserting or pull out for pin C for being fixed to each other between slide calliper rule 2
Or it removes.The spacing of card hole A and pin hole B are determined according to actual needs such as model sizes, disclosure satisfy that and facilitate vertical muscle and slide calliper rule
Fixed demand.
Preferably, the gap width of card hole A is less than 1 outer diameter 1-4mm of principal rod on the slide calliper rule 2, it specifically can basis
Actual needs determines, guarantees to block principal rod and it is facilitated to be inserted into or take out.The size of card hole A and 1 phase of principal rod
Cooperation determines with specific reference to actual needs, ensure the insertion of principal rod, take out and can cutting ferrule live vertical muscle；Ordinary circumstance
Under, the diameter of card hole A is more than 1 outer diameter 1-3mm of principal rod.
The principal rod 1 includes the hose 1-b of muscle core 1-a and outsourcing thereon, convenient for brake forming, increases principal rod
Diameter, increase and slide calliper rule friction.Muscle core 1-a can be used common iron wire or copper wire, aluminum steel, sticking plaster etc. and be made（Such as No. 12 general
Logical galvanized iron wire）, outsourcing hose 1-b can be common plastics（PVC）Hose or rubber tube etc. can be transparent or colored soft
Pipe has and needs to select according to teaching.
Preferably, the thickness of the outer hose 1-b being wrapped on muscle core 1-a is 0.5-2mm, with specific reference to actual needs
It determines（It is matched with slide calliper rule bayonet）, ensure that principal rod is inserted into slide calliper rule bayonet or is taken out from slide calliper rule buckle.
The binding strap 4 is common Self-locking binding tape, such as common nylon Self-locking binding tape, buckle type elastic band.
Tied silk is replaced by it, dog this tool can be removed from, binds the faster convenience of speed.
The stirrup 3, lacing wire 5 can also use the structure similar with principal rod 1, that is, use the knot of muscle core outsourcing hose
The hose of structure, outsourcing can select the hoses such as transparent or colored plastics, rubber, with specific reference to the actual needs of teaching or study
Selection.
The principal rod 1, stirrup 3, lacing wire 5, binding strap 4 and slide calliper rule 2 quantity and size determine according to actual needs（For
Convenient for showing engineering practice, the length of principal rod 1 can not also be identical）, disclosure satisfy that the various building structure of composite assembly
Steel reinforcement cage model changes and the actual needs of teaching.The section of each effective reinforcements such as principal rod 1, stirrup 3, lacing wire 5 is and builds
Build the practical identical circle of muscle of component.
In use, needing model according to specific teaching, the principal rod of auxiliary fixing member is segmented by slide calliper rule, then cuff
Muscle（Lacing wire）, then principal rod and stirrup are fixed with Self-locking binding tape（Lacing wire）, finally remove slide calliper rule can be obtained it is required
Model.When needing assembled other models again, only Self-locking binding tape need to be opened, you can break vertical muscle and stirrup etc., then
It is auxiliarily fixed using slide calliper rule, as needed assembled new model.
The present invention is bottled by using the auxiliary positioning and principal rod 1 of slide calliper rule, stirrup 3, the various combination of lacing wire 5, in addition
Self-locking binding tape is to the replacement of tied silk, without using dog tool, so as to easily from a building element steel reinforcement cage
Model fast assembling-disassembling evolves into another member reinforcing steel bar cage model, to greatly improve efficiency of teaching, saves teaching aid and real training
Material.With can composite assembly building column, fine strain of millet, a variety of rebar models such as pile foundation, binding model be convenient, binding speed, suitable
The advantages that wide is answered, the reinforcement constitution to grasping building fast and accurately can be very helpful, suitable for imparting knowledge to students in civil engineering,
Real training and learning link are widely used.
Description of the drawings
Fig. 1 is the assembled joint bar aerial part column steel reinforcement cage schematic diagram of slide calliper rule of embodiment of the present invention auxiliary.
Fig. 2 is slide calliper rule of the present invention（Ruler）And combinations thereof use state diagram.
Fig. 3 is slide calliper rule of the present invention（Ruler）Close-up schematic view.
Fig. 4 is slide calliper rule of the present invention（Semicircle ruler）And combinations thereof use state partial schematic diagram.
Fig. 5 is slide calliper rule of the present invention（Ruler）The state that is fixed to each other partial schematic sectional view.
Fig. 6 is slide calliper rule of the present invention（Semicircle ruler）The state that is fixed to each other partial schematic diagram.
Fig. 7 is principal rod cross section schematic diagram of the present invention.
Fig. 8 is rectangle hoop schematic diagram of the present invention.
Fig. 9 is ring-shaped stirrup schematic diagram of the present invention.
Figure 10 is spiral u stirrup schematic diagram of the present invention.
Figure 11 is lacing wire schematic diagram of the present invention.
Figure 12 is Self-locking binding tape schematic diagram of the present invention.
Figure 13 is that principal rod, stirrup assembly constructional column steel reinforcement cage schematic diagram is auxiliarily fixed in slide calliper rule of the embodiment of the present invention.
Figure 14 is that principal rod, stirrup assembly pile foundation reinforcement cage schematic diagram is auxiliarily fixed with slide calliper rule in the embodiment of the present invention.
Figure 15 is that principal rod, the strabismus signal of stirrup assembly pile foundation reinforcement cage is auxiliarily fixed with slide calliper rule in the embodiment of the present invention
Figure.
Figure 16 is the cylindrical steel that principal rod, ring-shaped stirrup and rectangle hoop assembly are auxiliarily fixed with slide calliper rule for the embodiment of the present invention
Muscle cage model schematic.
Figure 17 is that principal rod, stirrup and the signal of lacing wire assembled frame beam steel cage is auxiliarily fixed with slide calliper rule in the embodiment of the present invention
Figure.
Figure 18 is that principal rod, stirrup and lacing wire assembled frame beam steel cage strabismus is auxiliarily fixed with slide calliper rule in the embodiment of the present invention
Schematic diagram.
In figure：1- principal rods, for 1-1- without crotch principal rod, 1-2- has crotch principal rod, 1-a- muscle cores, 1-b- hoses, 2-
Slide calliper rule, 3- stirrups, 3-1- rectangle hoops, 3-2- ring-shaped stirrups, 3-3- spiral u stirrups, 4- binding straps, 5- lacing wires, A- card holes,
B- pin holes, C- pins.
Specific implementation mode
With reference to the accompanying drawings and detailed description, the present invention is further described in detail.
Embodiment 1：As shown in Fig. 1-3, Fig. 5,7,8, Figure 11-13, this reassembling type building element steel reinforcement cage model includes 20
Root principal rod 1（Using no crotch principal rod 1-1, i.e., straight muscle or vertical muscle）, 40 pieces stirrups 3（Using rectangle hoop 3-1）, 40 pieces with
It is used for the binding strap 4 of stirrup 3 and 8 in drawing the lacing wire 5,10 of solid phase corresponding position principal rod for fixing principal rod 1
The slide calliper rule 2 of principal rod 1 are auxiliarily fixed（Using straight slide calliper rule, as linear）, slide calliper rule 2 are linear, and each slide calliper rule 2 are equipped with 17
A circular hole clipping hole A and 18 circular pin hole B being fixed to each other for slide calliper rule itself, principal rod 1 for positioning principal rod 1 can be inserted
In the card hole A for entering slide calliper rule 2, slide calliper rule 2, which are matched, is useful for being inserted into the pin C that its pin hole B is fixed to each other, and pin C is inserted using common
Pin（It is made of iron wire）.Every four slide calliper rule by pin C fixed Combinations at rectangular card ruler ferrule inside card hole A, 20 straight muscle 1 by
Two sets of rectangular card ruler ferrules（It is upper and lower each a set of）Rectangular building column member stress muscle is auxiliarily fixed（Without crotch）Skeleton, 3 He of stirrup
Lacing wire 5 is sleeved on and is pulled in column member stress muscle along short transverse equidistant interval（Without crotch）On skeleton and by binding strap 4 fix, with
Principal rod（Without crotch）It is combined into rectangular column member reinforcing steel bar cage model identical with the rectangular column bar construction actually built.
The section of principal rod 1, stirrup 3 and lacing wire 5 is circle, and principal rod 1 includes the hose of muscle core 1-a and outsourcing thereon
1-b, muscle core 1-a use No. 12 galvanized iron wires（Diameter is about 2.8mm）, hose 1-b use 1.5mm thickness PVC transparent hose.Hoop
Muscle 3 and lacing wire 5 are by No. 12 galvanized iron wire brake formings（Diameter 2.8mm）, using structure identical with principal rod, outsourcing 1mm
Thick PVC hose.Binding strap 4 uses common nylon Self-locking binding tape（Specification is 3 × 80mm, wide 2.5mm）.
Each slide calliper rule 2 are made by the stainless steel substrates punching that thickness is 2mm, and it is long that card hole A and pin hole B thereon prolong slide calliper rule
It spends direction and distinguishes equidistant parallel setting in a row-shaped, card hole A is set to slide calliper rule inner side edge edge and with jagged.Card hole A's is a diameter of
6.8mm（It is more than 1 outer diameter 1mm of principal rod）, the gap width of card hole A（That is chord length）Less than 1 outer diameter 2mm of principal rod（That is notch
Wide 3.8mm）, principal rod can pass perpendicularly through card hole A, can also be pulled out from the sides card hole A indentation, there；Pin hole B is set to slide calliper rule
Medium position（A diameter of 3mm）, for being fixed to each other between slide calliper rule 2 itself, pass through pin C（Using No. 12 of a length of 20mm
Galvanized iron wire is as bolt）Insert or pull out, fix or remove slide calliper rule 2.The spacing of card hole A and pin hole B are 20mm.
As shown in Fig. 1,13, it is used for assembled joint bar aerial part steel reinforcement cage with the present invention, first respectively with 42 Hes of slide calliper rule
Corresponding bolt is combined into the inside rectangular card ruler ferrules of two sets of card hole A, fixes 12 in lower part and top appropriate location respectively
Principal rod 1（Principal rod 1 is equidistantly inserted into the card hole A at slide calliper rule inner ring edge）, it is made to enclose rectangular cylindrical framework of steel reinforcement；So
Afterwards in 10 stirrup circles of its short transverse equidistant placement（Stirrup 3 is bound round in column framework of steel reinforcement with nylon Self-locking binding tape
On）, then by lacing wire 5 in every layer of stirrup circle position pulling buckle on corresponding principal rod 1, finally take out slide calliper rule 2 on bolt C, will
Slide calliper rule 2 are firmly removed from the sides card hole A indentation, there, you can are readily obtained the joint bar aerial part steel reinforcement cage model of needs, used
In teaching or real training etc..
Embodiment 2：As shown in Fig. 1-3, Fig. 5,7,8, Figure 11-13, this reassembling type building element steel reinforcement cage model includes 4
Principal rod 1（Using the principal rod 1-1 of no crotch）, 36 pieces stirrups 3（Using rectangle hoop 3-1）, 9 for fixing principal rod 1
With the binding strap 4 of stirrup 3 and 12 slide calliper rule 2 for stress 1 to be auxiliarily fixed（Using straight slide calliper rule, as linear）；Each
Slide calliper rule 2 are equipped with the 7 circular hole clipping hole A and 8 circular pin holes itself being fixed to each other for slide calliper rule 1 for positioning principal rod 1
B, vertical muscle 1 can be inserted into the card hole A of slide calliper rule 2, and slide calliper rule 2, which are matched, to be useful for being inserted into the pin C that its pin hole B is fixed to each other, pin C
Using plain screw.Every four slide calliper rule are by pin C fixed Combinations at rectangular card ruler ferrule inside card hole A, 4 principal rods（Nothing
Crotch）1 by three sets of rectangular card ruler ferrules（It is upper and lower and intermediate each a set of）Rectangular building column structure is auxiliarily fixed along short transverse interval
Part principal rod（Without crotch）Skeleton, 36 stirrups 3 are sleeved on column member stress muscle along short transverse equidistant interval（Without crotch）Skeleton
It above and by binding strap 4 fixes, be combined into rectangular column component steel identical with the rectangular column reinforcement cage structure actually built with straight muscle
Muscle cage model.
The section of principal rod 1 and stirrup 3 is circle, and principal rod 1 includes the hose 1-b of muscle core 1-a and outsourcing thereon, muscle
Core 1-a uses the copper wire of diameter 4mm, hose 1-b to use the colorful rubber hose of 0.5mm thickness.Stirrup 3 and lacing wire 5 are by diameter 3mm
Copper wire brake forming, using structure identical with principal rod, the PVC hose of outsourcing 1.5mm thickness.Binding strap 4 is using common
The elastic binding strap of buckle type（Specification is 3 × 60mm, wide 5mm）.
Each slide calliper rule 2 are made by the copper sheet punching that thickness is 3mm, and card hole A and pin hole B thereon prolong slide calliper rule length side
To equidistant parallel setting in a row-shaped respectively, card hole A is set to slide calliper rule inner side edge edge and with jagged.A diameter of 7mm of card hole A（I.e.
More than 1 outer diameter 2mm of principal rod）, the gap width of card hole A（That is chord length）Less than 1 outer diameter 1mm of principal rod（That is the wide 4mm of notch）, by
Power muscle can pass perpendicularly through card hole A, can also be pulled out from the sides card hole A indentation, there；Pin hole B is set to slide calliper rule medium position（Directly
Diameter is 2.5mm）, for being fixed to each other between slide calliper rule 2 itself, pass through pin C（Using the plain screw of a length of 10mm）Insert
Enter or take out, fixs or removes slide calliper rule 2.The pitch-row of card hole A and pin hole B are 25mm.
As shown in Fig. 1,13, it is used for assembled rectangular configuration column steel reinforcement cage with the present invention, first respectively with 4 slide calliper rule 2 and phase
The bolt answered is combined into the inside rectangular card ruler ferrules of three sets of card hole A, respectively lower part, middle part and upper position fix 4 by
Power muscle 1（Principal rod 1 is equidistantly inserted into the card hole A at slide calliper rule inner ring edge）, it is made to enclose rectangular cylindrical framework of steel reinforcement；Then
In 9 stirrup circles of its short transverse equidistant placement（Stirrup 3 is bound round on column framework of steel reinforcement with binding strap）, further take out slide calliper rule 2
On bolt C（Screw）, slide calliper rule 2 are firmly removed from the sides card hole A indentation, there, you can readily obtain the constructional column of needs
Steel reinforcement cage model, for teaching or real training etc..
Embodiment 3：As shown in Fig. 1-3, Fig. 5,7,8, Figure 11-13, this reassembling type building element steel reinforcement cage model includes 16
Root principal rod 1（Using no crotch principal rod 1-1）, 30 pieces stirrups 3（Using rectangle hoop 3-1）, 30 pieces for drawing solid phase to correspond to
Binding strap 4 and 8 of the lacing wire 5,480 of muscle for fixing principal rod 1 and stirrup 3 are indulged for stress to be auxiliarily fixed in position
The slide calliper rule 2 of muscle 1（Using right angle slide calliper rule）；The right-angle side of each slide calliper rule 2 is equipped with 19 circular hole clipping holes for positioning principal rod 1
A and 20 circular pin hole B itself being fixed to each other for slide calliper rule 1, vertical muscle 1 can be inserted into the card hole A of slide calliper rule 2, and slide calliper rule 2 are with useful
In the pin C that insertion its pin hole B is fixed to each other, pin C uses common pin.Each two slide calliper rule pass through pin C fixation groups
The inside rectangular card ruler ferrules of card hole A are synthesized, 20 straight muscle 1 are by four sets of rectangular card ruler ferrules（Upper, middle and lower are evenly arranged）It is auxiliarily fixed
Rectangular building column member stress muscle（Without crotch）Skeleton, stirrup 3 and lacing wire 5 are sleeved on and are pulled in column along short transverse equidistant interval
Member stress muscle（Without crotch）On skeleton and by the fixation of binding strap 4 and principal rod（Without crotch）The square for being combined into and actually building
The identical rectangular column member reinforcing steel bar cage model of shape column reinforcement cage structure.
Principal rod 1, stirrup 3 and 5 section of lacing wire are circle, and principal rod 1 includes the hose 1- of muscle core 1-a and outsourcing thereon
B, muscle core 1-a use the aluminum steel of diameter 3mm, hose 1-b to use the PVC transparent hose of 2mm thickness.Stirrup 3 and lacing wire 5 are by diameter
The copper wire brake forming of 3.5mm, using structure identical with principal rod, the PVC hose of outsourcing 2mm thickness.Binding strap 4 uses
Common nylon Self-locking binding tape（Specification is 3 × 80mm, wide 2.5mm）.
Each right angle slide calliper rule 2 are made by the iron plate punching that thickness is 1.5mm, and card hole A and pin hole B thereon prolong slide calliper rule
Right-angle side length direction distinguishes equidistant parallel setting in a row-shaped, and card hole A is set to slide calliper rule inner side edge edge and with jagged.Card hole A's
A diameter of 10mm（It is more than 1 outer diameter 3mm of principal rod）, the gap width of card hole A（That is chord length）Less than 1 outer diameter 4mm of vertical muscle（Lack
Mouth width 3mm）, principal rod can pass perpendicularly through card hole A, can also be pulled out from the sides card hole A indentation, there；Pin hole B is set to slide calliper rule
Medium position（A diameter of 5mm）, for being fixed to each other between slide calliper rule 2 itself, pass through pin C（Using a length of 15mm, diameter
The copper wire of 4.5mm is as bolt）Insert or pull out, fix or remove slide calliper rule 2.The spacing of card hole A and pin hole B are 30mm.
As shown in Fig. 1,13, as shown in Figure 1, 2, it is used for assembled joint bar aerial part steel reinforcement cage with the present invention, distinguishes first
Be combined into the inside rectangular card ruler ferrules of four sets of card hole A with two right angle slide calliper rule 2 and corresponding bolt, respectively lower part, middle part and
30 principal rods 1 are fixed in top appropriate location（Principal rod 1 is equidistantly inserted into the card hole A at slide calliper rule inner ring edge）, it is made to enclose
Synthesize rectangular cylindrical framework of steel reinforcement；Then in 30 rectangle hoop 3-1 of its short transverse equidistant placement, by 30 lacing wires 5 every
Stirrup and lacing wire are fixed on column by layer stirrup circle position pulling buckle on corresponding principal rod 1, then with nylon Self-locking binding tape
On framework of steel reinforcement, the bolt C on slide calliper rule 2 is finally taken out, slide calliper rule 2 are firmly removed from the sides card hole A indentation, there, you can convenient
The joint bar aerial part steel reinforcement cage model that ground is needed, for teaching or real training etc..
Embodiment 4：As shown in Fig. 4,6,7, Fig. 9-12, Figure 14-15, this reassembling type building element steel reinforcement cage model includes 32
Root principal rod 1（Using no crotch principal rod 1-1）, 5 pieces stirrups 3（Using 4 ring-shaped stirrup 3-2,1 spiral u stirrup 3-3,
Ring-shaped stirrup is that support is bound round）, 400 binding straps 4 and 4 slide calliper rule 2 for principal rod 1 to be auxiliarily fixed for fixed steel bars 3
（Using semicircle slide calliper rule, i.e. slide calliper rule are semicircle）；Each slide calliper rule 2 be equipped with 33 circular hole clipping hole A for positioning principal rod 1 and
2 circular pin hole B itself being fixed to each other for slide calliper rule 1, principal rod 1 can be inserted into the card hole A of slide calliper rule 2, and slide calliper rule 2, which are matched, to be useful for
It is inserted into the pin C that its pin hole B is fixed to each other, pin C uses plain cylindrical bolt（It is made of iron wire）.Each two slide calliper rule are logical
Pin C fixed Combinations are crossed into circular card ruler ferrule outside card hole A, 32 vertical muscle 1 are by two sets of circular card ruler ferrules（It is upper and lower each a set of）
Cylinder building pile foundation member stress muscle is auxiliarily fixed（Without crotch）Skeleton, 4 ring-shaped stirrups 3 and 1 spiral u stirrup 5
Along short transverse hoop in member stress muscle（Without crotch）It is fixed on skeleton and by binding strap 4（Ring-shaped stirrup equidistant interval is distributed）、
With principal rod（Without crotch）It is combined into cylindrical construction pile foundation member reinforcing steel bar cage model.
The section of principal rod 1 and stirrup 3 is circle, and principal rod 1 includes the hose 1-b of muscle core 1-a and outsourcing thereon, muscle
Core 1-a uses No. 12 galvanized iron wires（Diameter is about 2.8mm）, hose 1-b use wall thickness 1mm PVC transparent hose.Ring-shaped stirrup
3-2 and spiral u stirrup 3-3 is by No. 12 galvanized iron wire brake formings（Diameter 2.8mm）, using structure identical with principal rod,
The PVC hose of outsourcing wall thickness 1mm.Binding strap 4 uses common nylon Self-locking binding tape（Specification is 3 × 80mm, wide 3mm）.
Each slide calliper rule 2 are made by the stainless steel substrates punching that thickness is 2mm, and card hole A thereon is along slide calliper rule circular arc direction
It is equidistantly uniformly arranged in arcuation, card hole A is set to slide calliper rule outer side edges edge and with jagged.A diameter of 5.5mm of card hole A, card hole A's
Gap width（That is chord length）Less than 1 outer diameter 2mm of principal rod（That is the wide 2.8mm of notch）, principal rod can pass perpendicularly through card hole A, also
It can be pulled out from the sides card hole A indentation, there；Pin hole B is respectively arranged on two terminal position of slide calliper rule（A diameter of 3mm）, it is used for slide calliper rule 2
Being fixed to each other between itself passes through pin C（Using No. 12 galvanized iron wires of a length of 20mm as bolt）Insert or pull out,
Fix or remove slide calliper rule 2.Radial spacing between card hole A and pin hole B is 10mm.
As shown in Figure 14,15, it is used for assembled pile foundation reinforcement cage with the present invention, uses 4 slide calliper rule 2 and accordingly respectively first
Bolt is combined into the outside circular card ruler ferrules of two sets of card hole A, fixes 32 principal rods 1 in lower part and top appropriate location respectively
（Principal rod 1 is equidistantly inserted into the card hole A at slide calliper rule outer ring edge）, it is made to enclose circular cylindrical shape framework of steel reinforcement；Then by
Equidistantly 4 ring-shaped stirrups are filled on the inside of power muscle（Support hoop）, equidistant winding screw u stirrup, finally takes out slide calliper rule on the outside of principal rod
Bolt C on 2 exits slide calliper rule 2 along vertical muscle end direction, you can readily obtains the pile foundation reinforcement cage model of needs, uses
In teaching or real training etc..
Embodiment 5：As shown in Fig. 4,6,7, Fig. 9-12, Figure 14-15, this reassembling type building element steel reinforcement cage model includes 12
Root principal rod 1（Using no crotch principal rod 1-1）, 19 stirrups 3（Using circular stirrups 3-2）, 228 for fixing principal rod
1 with the binding strap 4 of stirrup and 4 slide calliper rule 2 for principal rod 1 to be auxiliarily fixed（Using semicircle slide calliper rule, i.e. slide calliper rule 2 are semicircle
Shape）；Each slide calliper rule 2 are equipped with the circular hole clipping hole A that 24 are used to position principal rod 1 and 2 are used for what slide calliper rule 1 itself were fixed to each other
Circular pin hole B, principal rod 1 can be inserted into the card hole A of slide calliper rule 2, and slide calliper rule 2, which are matched, to be useful for being inserted into what its pin hole B was fixed to each other
Pin C, pin C use plain screw.Each two slide calliper rule by pin C fixed Combinations at circular card ruler ferrule outside card hole A, 12
Root indulges muscle 1 by two sets of circular card ruler ferrules（It is upper and lower each a set of）It is auxiliarily fixed in building cylinder member stress muscle（Without crotch）Skeleton,
19 ring-shaped stirrups 3 are along short transverse away from interval hoop in member stress muscle（Without crotch）It is fixed on skeleton and by binding strap 4 and vertical
Muscle is combined into building cylinder member reinforcing steel bar cage model.
The section of principal rod 1 and stirrup 3 is circle, and principal rod 1 includes the hose 1-b of muscle core 1-a and outsourcing thereon, muscle
Core 1-a uses the copper wire of diameter 4.5mm, hose 1-b to use the colorful rubber hose of wall thickness 2mm.Ring-shaped stirrup 3-2 is by diameter
The copper wire brake forming of 4.5mm, using structure identical with principal rod, the PVC hose of outsourcing wall thickness 0.5mm.Binding strap 4 is adopted
With common nylon Self-locking binding tape（Specification is 3 × 80mm, wide 3mm）.
Each slide calliper rule 2 are made by the aluminium alloy plate punching that thickness is 3mm, and card hole A thereon is along slide calliper rule circular arc direction
It is equidistantly uniformly arranged in arcuation, card hole A is set to slide calliper rule outer side edges edge and with jagged.A diameter of 9mm's of card hole A, card hole A lacks
Mouth width degree（That is chord length）Less than 1 outer diameter 4mm of vertical muscle（That is the wide 4.5mm of notch）, principal rod 1 can pass perpendicularly through card hole A, also can be from
The sides card hole A indentation, there pulls out；Pin hole B is respectively arranged on two terminal position of slide calliper rule（A diameter of 4.5mm）, certainly for slide calliper rule 2
Being fixed to each other between body passes through pin C（Using M4 brass screws, long 25mm）Insert or pull out, fix or remove slide calliper rule 2.
Radial spacing between card hole A and pin hole B is 15mm.
As shown in Figure 14,15, it is used for assembled cylinder steel reinforcement cage with the present invention, is inserted respectively with 4 slide calliper rule 2 and accordingly first
Pin bank closes to form the outside circle slide calliper rule hoops of two sets of card hole A, fixes 12 principal rods 1 at the both ends of cylinder respectively（By principal rod 1
It is equidistant to be inserted into the card hole A at slide calliper rule inner ring edge）, it is made to enclose round caged framework of steel reinforcement；Then in its short transverse etc.
Away from 19 circular stirrups 3-2 composite rims of arrangement（Stirrup is fixed in vertical tendons skeleton with binding strap）, further take out inserting on slide calliper rule 2
Sell C（Screw）, slide calliper rule 2 are exited along principal rod end direction, you can readily obtain the cylinder steel reinforcement cage model of needs, use
In teaching or real training etc..
Embodiment 6：As shown in Fig. 4,6,7, Fig. 9-12, Figure 14-16, this reassembling type building element steel reinforcement cage model includes 16
Root principal rod 1（Using no crotch principal rod 1-1）, 60 stirrups 3（Using 12 ring-shaped stirrup 3-2,48 rectangle hoop 3-
1）, 368 binding straps 4 and 4 slide calliper rule 2 for being used to be auxiliarily fixed principal rod 1 for fixing principal rod 1 and stirrup 3（It adopts
With semicircle slide calliper rule, i.e. slide calliper rule 2 are semicircle）；Each slide calliper rule 2 are equipped with 16 circular hole clipping hole A and 4 for positioning principal rod 1
A circular pin hole B itself being fixed to each other for slide calliper rule 1, principal rod 1 can be inserted into the card hole A of slide calliper rule 2, and slide calliper rule 2, which are matched, to be useful for
It is inserted into the pin C that its pin hole B is fixed to each other, pin C uses common pin.Each two slide calliper rule pass through pin C fixed Combinations
At the circular card ruler ferrule that card hole A is outside, 16 vertical muscle 1 are auxiliarily fixed by four sets of circular card ruler ferrules and indulge muscles and bones in building cylindrical member
Frame（Upper and lower each a set of circular card ruler ferrule, intermediate two sets of circular card ruler ferrules）, 12 circular stirrups and 48 rectangle hoops are along height
Direction hoop is indulged in tendons skeleton in component and is fixed by binding strap 4（Every 1 circular stirrups with 4 rectangle hoops at one group, totally 12 groups
Ring-shaped stirrup group equidistant interval is distributed）And vertical muscle is combined into building cylinder member reinforcing steel bar cage model.
The section of all principal rods 1 and stirrup 3 is circle, and principal rod 1 includes the hose 1- of muscle core 1-a and outsourcing thereon
B, muscle core 1-a use the aluminum steel of diameter 5mm, hose 1-b to use the PVC colored plastic hoses of wall thickness 0.5mm.Ring-shaped stirrup 3-2
With rectangle hoop 3-1 by the aluminum steel brake forming of diameter 4mm, the colored PVC hose of outsourcing wall thickness 1mm.Binding strap 4 is using general
The elastic binding strap of logical self-locking hasp（Specification is 5 × 90mm, wide 5mm）.Each two slide calliper rule are combined with each other that form card hole A outside
Circular card ruler ferrule, 16 vertical muscle 1 are by four sets of circular card ruler ferrules（Upper, middle and lower are evenly arranged）It is auxiliarily fixed in building cylindrical member
Principal rod（Without crotch）Skeleton, 12 circular stirrups and 48 rectangle hoops are along short transverse hoop in member stress muscle（Without crotch）
It is fixed on skeleton and by binding strap 4（Every 1 circular stirrups match 4 rectangle hoops at one group, between totally 12 groups of ring-shaped stirrup groups are equidistant
Every distribution）And straight muscle is combined into building cylinder member reinforcing steel bar cage model.
Each slide calliper rule 2 are made by the plastic plate punching that thickness is 5mm, and card hole A thereon is in along slide calliper rule circular arc direction
Arcuation is equidistantly uniformly arranged, and card hole A is set to slide calliper rule outer side edges edge and with jagged.A diameter of 7mm of card hole A, the notch of card hole A
Width（That is chord length）Less than 1 outer diameter 1mm of vertical muscle（That is the wide 5mm of notch）, principal rod can pass perpendicularly through card hole A, also can be from card hole A
Side indentation, there pulls out.Pin hole B is set to two terminal position of slide calliper rule two-by-two respectively（A diameter of 5.5mm often holds 2）,）, use
Being fixed to each other between slide calliper rule 2 itself, passes through pin C（Using the plastic pin of a length of 30mm, diameter 5mm）Insertion or pull out
Go out, fixs or removes slide calliper rule 2.Radial spacing between card hole A and pin hole B is 12mm.
As shown in Figure 14,16, it is used for assembled cylinder steel reinforcement cage with the present invention, is inserted respectively with 4 slide calliper rule 2 and accordingly first
Pin bank synthesizes the outside circular card ruler ferrules of two sets of card hole A, fixes 16 principal rods 1 at the both ends of cylinder respectively（By principal rod 1
It is equidistant to be inserted into the card hole A at slide calliper rule inner ring edge）, it is made to enclose round caged framework of steel reinforcement；Then in its short transverse etc.
It is reinforced away from 12 ring-shaped stirrup 3-2 of arrangement and with 12 layers of rectangle hoop 3-1 composite rims（4 rectangle hoops of every layer of composite rim
Muscle）, each stirrup is fixed in stress tendons skeleton with binding strap, further takes out the bolt C on slide calliper rule 2（Screw）, by 2 edge of slide calliper rule
Principal rod end direction is exited or is taken out from the notch of card hole A, you can the cylinder steel reinforcement cage model for readily obtaining needs is used for
Teaching or real training etc..
Embodiment 7：As shown in Fig. 2,3,5,7,8,11,12,17,18, this reassembling type building element steel reinforcement cage model includes
12 principal rods, 1,20 stirrup 3（Using rectangle hoop 3-1）, 20 pieces for drawing the lacing wire 5,240 of solid side reinforcing bar to be used for
The binding strap 4 and 16 slide calliper rule 2 for principal rod 1 to be auxiliarily fixed of fixed principal rod 1 and stirrup 3（Using straight slide calliper rule）, by
Power muscle 1 has crotch principal rod 1-2 using 4 without crotch principal rod 1-1 and 8（Both ends band crotch）.Slide calliper rule（2）For linear,
Each slide calliper rule 2 are equipped with the 17 circular hole clipping hole A and 18 circles itself being fixed to each other for slide calliper rule 1 for positioning principal rod 1
Shaped pin hole B, principal rod 1 can be inserted into the card hole A of slide calliper rule 2, and slide calliper rule 2, which are matched, to be useful for being inserted into the pin that its pin hole B is fixed to each other
Sub- C, pin C use common cylinder plug（It is made of iron wire）.Every four slide calliper rule are inside at card hole A by pin C fixed Combinations
Rectangular card ruler ferrule, 12 principal rods 1 by four sets of rectangular card ruler ferrules be auxiliarily fixed in building beam main reinforcement skeleton（On skeleton,
Under each 4 both ends band crotch principal rod 1-2, forward and backward each 2 without crotch principal rod 1-1, each a set of rectangle slide calliper rule in skeleton both sides
Hoop, intermediate two sets of slide calliper rule rectangle hoops）, equidistant interval is sleeved on the vertical muscles and bones of beam along its length for 20 stirrups 3 and 20 lacing wires 5
It fixed on frame and by binding strap 4, be combined into building girder member reinforcing steel bar cage model with principal rod.
Principal rod 1, stirrup 3, lacing wire 5 section be circle.As shown in fig. 7, principal rod 1 includes muscle core 1-a and outsourcing
Hose 1-b thereon, muscle core 1-a use No. 12 galvanized iron wires（Diameter is about 2.8mm）, hose 1-b is using wall thickness 1mm's
PVC transparent hose.Stirrup 3 and lacing wire 5 are by No. 12 galvanized iron wire brake formings（Diameter 2.8mm）, using identical with principal rod
Structure, the PVC hose of outsourcing wall thickness 1mm.As shown in figure 12, binding strap 4 uses common nylon Self-locking binding tape（Specification is
2.5 × 80mm, wide 2.5mm）.
As shown in Fig. 3,5, each slide calliper rule 2 are made by the stainless steel substrates punching that thickness is 2mm, card hole A thereon and
Pin hole B distinguishes equidistant parallel setting in a row-shaped along slide calliper rule length direction, and card hole A is set to slide calliper rule inner side edge edge and with jagged.Card
A diameter of 5.8mm of hole A, the gap width of card hole A（That is chord length）Less than 1 outer diameter 2mm of principal rod（That is the wide 2.8mm of notch）, by
Power muscle can pass perpendicularly through card hole A, can also be pulled out from the sides card hole A indentation, there；Pin hole B is set to slide calliper rule medium position（Directly
Diameter is 3mm）, for being fixed to each other between slide calliper rule 2 itself, pass through pin C（Using No. 12 galvanized iron wire conducts of a length of 20mm
Bolt）Insert or pull out, fix or remove slide calliper rule 2.The spacing of card hole A and pin hole B are 10mm.
As shown in Figure 17,18, it is used for assembled frame beam steel cage model with the present invention, first respectively with 16 2 Hes of slide calliper rule
Corresponding bolt is combined into four sets of rectangular card ruler ferrules, fixes 12 principal rods 1 in lower part and top appropriate location respectively（It will be by
Power muscle 1 is equidistantly inserted into the card hole A at slide calliper rule inner ring edge）, it is made to enclose rectangle beam-like framework of steel reinforcement；Then in its height side
To 20 rectangle hoop 3-1 of equidistant placement, by lacing wire 5 in every layer of stirrup circle position pulling buckle on corresponding principal rod 1, then Buddhist nun is used
Stirrup, lacing wire are fixed on beam-like framework of steel reinforcement by imperial Self-locking binding tape）, the bolt C on slide calliper rule 2 is finally taken out, by slide calliper rule
2 exit along 1 end direction of principal rod（Also it can firmly be removed from the sides card hole A indentation, there）, you can readily obtain the frame of needs
It sets a roof beam in place steel reinforcement cage model, for imparting knowledge to students or real training etc..
Embodiment 8：As shown in Fig. 2,3,5,7,8,11,12,17,18, this reassembling type building element steel reinforcement cage model includes 4
1,19 stirrup 3 of root principal rod（Using rectangle hoop 3-1）, 76 binding straps 4 for fixing principal rod 1 and stirrup 3 and
4 slide calliper rule 2 for principal rod 1 to be auxiliarily fixed（Using right angle slide calliper rule）, principal rod 1, which uses, crotch principal rod 1-2（Both ends band
Crotch）.Slide calliper rule 2 are linear, and each slide calliper rule 2 are equipped with the circular hole clipping hole A that 10 are used to position principal rod 1 and 11 are used to block
The circular pin hole B that ruler 1 itself is fixed to each other, principal rod 1 can be inserted into the card hole A of slide calliper rule 2, and slide calliper rule 2, which are matched, to be useful for being inserted into its pin
The pin C that hole B is fixed to each other, pin C use the plain screw of M5.Each two right angle slide calliper rule pass through pin C fixed Combinations
At the rectangular card ruler ferrule that card hole A is inside, 4 principal rods 1 are by two sets of rectangular card ruler ferrules（Both sides are each a set of）It is auxiliarily fixed in building
Beam main reinforcement skeleton（Each 1 principal rod in four angles）, equidistant interval is sleeved on beam main reinforcement bone to 19 stirrups 3 along its length
It fixed on frame and by binding strap 4, be combined into building girder member reinforcing steel bar cage model with principal rod.
Principal rod 1, stirrup 3, lacing wire 5 section be circle.As shown in fig. 7, principal rod 1 includes muscle core 1-a and outsourcing
Hose 1-b thereon, muscle core 1-a use the copper wire of diameter 3mm, hose 1-b to use the colorful rubber hose of wall thickness 2mm.Hoop
Muscle 3 and lacing wire 5 are by the copper wire brake forming of diameter 3mm, and using structure identical with principal rod, the PVC of outsourcing wall thickness 2mm is soft
Pipe.Binding strap 4 uses common nylon Self-locking binding tape（Specification is 3 × 80mm, wide 3mm）.
As shown in Fig. 3,5, each slide calliper rule 2（Right angle slide calliper rule）It is made by the aluminum alloy sheet punching that thickness is 3mm, thereon
Card hole A and pin hole B distinguish equidistant parallel in a row-shaped setting along slide calliper rule right-angle side length direction, card hole A is set to slide calliper rule inner side edge
Along and with jagged.A diameter of 10mm of card hole A, the gap width of card hole A（That is chord length）Less than 1 outer diameter 4mm of principal rod（Lack
Mouth width 3mm）, principal rod 1 can pass perpendicularly through card hole A, can also be pulled out from the sides card hole A indentation, there；Pin hole B is set to slide calliper rule
Medium position（A diameter of 6mm）, for being fixed to each other between slide calliper rule 2 itself, pass through pin C（Using the M5 of a length of 15mm
Plain screw）Insertion fixation or taking-up, fixed or dismantle slide calliper rule 2.The spacing of card hole A and pin hole B are 15mm.
As shown in Figure 17,18, it is used for assembled secondary beam steel reinforcement cage with the present invention, uses 4 right angle slide calliper rule 2 and accordingly respectively first
Bolt be combined into two sets of rectangular card ruler ferrules, fix 4 principal rods 1 at the both ends of beam respectively（Principal rod 1 is equidistantly inserted into card
In the card hole A at ruler inner ring edge）, it is made to enclose rectangular caged framework of steel reinforcement；Then in its length direction equidistant placement 19
Rectangle hoop 3-1, then stirrup 3 is fixed in stress tendons skeleton with binding strap 4, finally take out the bolt C on slide calliper rule 2（Spiral shell
Nail）, slide calliper rule 2 are exited along principal rod end direction（Also it can firmly be removed from the sides card hole A indentation, there）, you can it readily obtains
The secondary beam steel reinforcement cage model needed, for teaching or real training etc..
Embodiment 9：As shown in Fig. 2,3,5,7,8,11,12,17,18, this reassembling type building element steel reinforcement cage model includes
10 principal rods, 1,26 stirrup 3（Using rectangle hoop 3-1）, 13 pieces for drawing the lacing wire 5,208 of solid side reinforcing bar to be used for
The binding strap 4 and 12 slide calliper rule 2 for principal rod 1 to be auxiliarily fixed of fixed principal rod 1 and stirrup 3（Using straight slide calliper rule）.By
Power muscle 1 is using there is crotch principal rod 1-2, wherein 8 both ends band crotches, 2 one end band crotches（That is seat shoulder bar）.Slide calliper rule 2 are
Linear, each slide calliper rule 2 are equipped with the circular hole clipping hole A that 15 are used to position principal rod 1 and 16 mutually solid for slide calliper rule 1 itself
Fixed circular pin hole B, principal rod 1 can be inserted into the card hole A of slide calliper rule 2, and slide calliper rule 2 are mutually solid by it with being useful for being inserted into its pin hole B
Fixed pin C, pin C use common cylindricality iron pin（Diameter 1.5mm）.Every four slide calliper rule are by pin C fixed Combinations at card
Rectangular card ruler ferrule inside hole A, 10 principal rods 1 are by three sets of rectangular card ruler ferrules（Both sides and centre are each a set of）Be auxiliarily fixed is in build
Build beam main reinforcement skeleton（Each principal rod 1-2 of 2 both ends with crotch, each 1 one end band in both ends above before and after skeleton top and bottom
The principal rod 1-3 of crotch）, equidistant interval is sleeved on beam main reinforcement skeleton simultaneously along its length for 26 stirrups 3 and 13 lacing wires 5
It fixed by binding strap 4, be combined into building girder member reinforcing steel bar cage model with principal rod.
Principal rod 1, stirrup 3, lacing wire 5 section be circle.As shown in fig. 7, principal rod 1 includes muscle core 1-a and outsourcing
Hose 1-b thereon, muscle core 1-a use the aluminum steel of diameter 5mm, hose 1-b to use the PVC transparent hose of wall thickness 0.5mm.
Stirrup 3 and lacing wire 5 by diameter 5mm aluminum steel brake forming, using structure identical with principal rod, outsourcing wall thickness 0.5mm's
PVC hose.As shown in figure 12, binding strap 4 uses the common elastic binding strap of self-locking hasp（Specification is 2 × 50mm, wide 2mm）.
As shown in Fig. 3,5, each slide calliper rule 2 are made by the stainless steel substrates punching that thickness is 1.5mm, card hole A thereon
Distinguish equidistant parallel setting in a row-shaped along slide calliper rule length direction with pin hole B, card hole A is set to slide calliper rule inner side edge edge and with jagged.
A diameter of 8mm of card hole A, the gap width of card hole A（That is chord length）Less than 1 outer diameter 1mm of principal rod（That is the wide 5mm of notch）, stress
Muscle can pass perpendicularly through card hole A, can also be pulled out from the sides card hole A indentation, there；Pin hole B is set to slide calliper rule medium position（Diameter
For 2mm）, for being fixed to each other between slide calliper rule 2 itself, pass through pin C（Using the copper pin of a length of 10mm）Insertion or pull out
Go out, fixs or removes slide calliper rule 2.The spacing of card hole A and pin hole B are 10mm.
As shown in Figure 17,18, it is used for assembled frame beam steel cage model with the present invention, first respectively with 12 2 Hes of slide calliper rule
Corresponding bolt is combined into 3 sets of rectangular card ruler ferrules, fixes 8 principal rods 1 in lower part and top appropriate location respectively（By stress
Muscle 1 is equidistantly inserted into the card hole A at slide calliper rule inner ring edge）, it is made to enclose rectangle beam-like framework of steel reinforcement；Then in its short transverse
26 rectangle hoop 3-1 of equidistant placement, by lacing wire 5 interval stirrup circle position pulling buckle on corresponding principal rod 1, then use Buddhist nun
Stirrup 3 and lacing wire 5 are fixed on beam-like framework of steel reinforcement by imperial Self-locking binding tape 4, finally take out the bolt C on slide calliper rule 2, will
Slide calliper rule 2 are exited along principal rod end direction（Also it can firmly be removed from the sides card hole A indentation, there）, you can readily obtain needs
Vierendeel girder steel reinforcement cage model, for teaching or real training etc..
The present invention by slide calliper rule and vertical muscle, stirrup, lacing wire assembly, can easily be developed to another mould by a model
Type.According to the needs of teaching or study, the assembled larger and more complicated building element steel reinforcement cage model of the present invention can also be used.
The technology contents of the present invention are described above in conjunction with attached drawing, but protection scope of the present invention be not limited to it is described
Content, one skilled in the relevant art within the scope of knowledge, can also be in the premises for not departing from present inventive concept
Under the technology contents of the present invention are made a variety of changes, all within the spirits and principles of the present invention, any modification for being made, etc.
With replacement, improvement etc., should all be included in the protection scope of the present invention.
Claims (7)
1. a kind of reassembling type building element steel reinforcement cage model, it is characterised in that：Including more principal rods（1）And stirrup（3）, it is multiple
Binding strap for fixing principal rod and stirrup（4）And multiple slide calliper rule for principal rod to be auxiliarily fixed（2）, slide calliper rule（2）On
Equipped with multiple card holes for positioning principal rod（A）With the pin hole being fixed to each other for slide calliper rule itself（B）, principal rod（1）It can insert
Enter slide calliper rule（2）Card hole（A）In, slide calliper rule（2）With being useful for being inserted into its pin hole（B）The pin being fixed to each other（C）, principal rod
（1）Pass through the card hole on multiple slide calliper rule（A）It is auxiliarily fixed and constitutes building element main reinforcement skeleton, stirrup（3）Along height or length side
To being sleeved on component main reinforcement skeleton and by binding strap（4）It is fixed, it is combined with principal rod and constitutes building element reinforcement cage structure frame；Institute
State the lacing wire that model further includes the principal rod for drawing solid relative position（5）；The slide calliper rule（2）Including straight slide calliper rule, right angle slide calliper rule
With three kinds of semicircle slide calliper rule, slide calliper rule（2）On card hole（A）And pin hole（B）Prolong that slide calliper rule length direction is in a row-shaped or arc-shaped equideparture
Row setting, card hole（A）Set on edge on the inside or outside of slide calliper rule and with jagged, pin hole（B）Set on slide calliper rule medium position.
2. reassembling type building element steel reinforcement cage model according to claim 1, it is characterised in that：The principal rod（1）Packet
Include no crotch principal rod（1-1）And have crotch principal rod（1-2）Two kinds.
3. reassembling type building element steel reinforcement cage model according to claim 1, it is characterised in that：The stirrup（3）Including
Rectangle hoop（3-1）, ring-shaped stirrup（3-2）With spiral u stirrup（3-3）Three kinds.
4. reassembling type building element steel reinforcement cage model according to claim 1, it is characterised in that：The slide calliper rule（2）Upper card
Hole（A）Gap width be less than principal rod（1）Outer diameter 1-4mm.
5. according to claims 1 or 2 any one of them reassembling type building element steel reinforcement cage model, it is characterised in that：It is described by
Power muscle（1）Including muscle core（1-a）And it is wrapped in hose thereon（1-b）.
6. reassembling type building element steel reinforcement cage model according to claim 5, it is characterised in that：It is wrapped in muscle core outside described
（1-a）On hose（1-b）Thickness be 0.5-2 mm.
7. reassembling type building element steel reinforcement cage model according to any one of claims 1 to 3, it is characterised in that：It is described to tie up
Band（4）For common self-locking band.
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| CN110219418B (en) * | 2019-05-22 | 2024-04-09 | 中国建筑股份有限公司 | Accurate positioning device for steel bars and construction method thereof |
| CN112365774B (en) * | 2020-06-18 | 2022-04-05 | 上海震旦职业学院 | Training operation equipment for embedded nodes of assembly type building components |
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